Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 57 No. 4 : December 2026 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Content

Triaxial Shear Behaviour of Discrete Fibre-Reinforced Low-Plasticity Clay: A Comparative Assessment of Human Hair, Coir, Jute and Polypropylene
By A. Yousuf, R. Kumar and Utkarsh

Optimization Vetiver Root Growth Using Modular and Root Biostimulants Combination in Soil Bioengineering Method for Slope Reinforcement
By M. R. Nurmansyah, H. Putra and C. Arif

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 57 No. 3: September 2026 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Content

Strength and Deformation Characteristics of Bandung Lacustrine Clay Under Consolidated-Undrained True Triaxial Testing
By D. Apriadi, R. Kurniawan, and S. Syuhada

Study on Permeability and Triaxial Experiments of Clay under Wet-Dry Cycles and Compaction
By G. Zeng, Z. Qian, and X. Chen

Improvement of Load Carrying Capacity of Soil using Jute-Geotextile
By A. Mukherjee, and S. Bisoi

Effect of Bio-Polymer on the Properties of Expansive Soil
By S. Talukdar, and A. Chakraborty

Bio-Enzymatic Treatment of Expansive Black Cotton Soil Using TerraZyme and Fly Ash: Quantifying the Strength–Swelling Trade-off
By Utkarsh, P. K. Jain, M. Sahu, and K. Chatterjee

Effect of Backfill Stiffness on Minimising Settlement in Rail Bridge Approaches
By F. Dong, E. Oh, D. E. L. Ong, K. Yan, R. An, and D. C. Guo

A Critical Review on Enhancing Thermal Conductivity of Sandy Soils Using Nano Aluminum Oxide (Al₂O₃) under Different Moisture Conditions
By R. Abrahem, L. Kamal, and S. Beddu

Evaluation of Structural Response in Cement-Treated and Reinforced Silty Clay under Dynamic Load
By S. Moin, S. Qasim, and A. Marri

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 57 No. 2 : June 2026 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Content

A Study of Stress-Strain Characteristics of Sandstone Under Uniaxial Compression Subjected to Wetting-Drying Cycles
By H. Wu

Overbreak Reduction by Optimized Drilling and Blasting Parameters: Lessons from the High-Speed Railway Project in Thailand
By K. C. Chao, J. Zhong, Z. Tang, R. Doungdeeying, N. Phien-wej, and K. Saowiang

A Systematic Approach of Invention of Wave Resilient Wrap Face Embankment with Electricity
By R. Hore, X. Chen, A. Khan, D. Borman, M. A. Alim, S. Hore, and M. A. Ansary

3-D Bearing Capacity of Square Foundation in Spatially Variable Cohesive-Frictional Soil
By T. Kormi, A. Hentati, M. Selmi, and J. Baroth

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 57 No. 1 : March 2026 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Content

Flexural Strength Properties of Compacted Cement - Fly Ash from Municipal Solid Waste - Polypropylene Fiber Sand
By C. Wungsumpow, S. Pochalard, K. Bardet, and K. Piriyakul

Strength Development in Cement and Fly Ash Admixed Bangkok Clay with Considering Shear Wave Velocity
By C. Wungsumpow, S. Pochalard, and K. Piriyakul

Appraisal of Suitability of Geosynthetic Clay Liner in Composite Base Lining System of Phosphogypsum Dumping Yard
By C. N. V. Satyanarayana Reddy, K. Tulasi, and S. Srikanth Reddy

Bearing Capacity of Shallow Foundations in Cohesive Soils- A State of the Art Literature Review
By H. A. Qureshi, M. Safdar, M. T. Bashir, B. Zamin, Md. M. H. Khan, H. Bilal, M. I. Siddiqi, A. Hussain

Alkali Activated Olivine for Sustainable Soil Stabilization
By K. A. Deepa, A. S. Sahana, and S. Gangadhara

Comprehending the Performance Characteristics of Periodic Pile Barriers with Various Infilled Waste Materials
By D. Sudhi, T. Jahnavi, and S. Biswas

The Field Quality Assessment of Soft Ground Improvement using Soil Cement Mixing Technology in Ho Chi Minh City Vietnam
By H. H. Tran-Nguyen, P. D. Nguyen, and B. Tran

Field Observation of Shield Tunnelling and Its Transient Effects on A Loaded Pile
By C. M. Khoo, H. Mohamad, M. F. Ghazali, A. A. A. M. Beddelee, M. Y. Mohd Nasir, and P. Thansirichaisree

Experimental and Theoretical Evaluation of Pile Bearing Capacity Utilizing the All-Pile Program
By M. K. Mohsen, M. H. Abood, S. F. A. Al-Wakel

Approaches to the Estimation of Soil Liquefaction Potential in South and Southeast Asian Countries: A Review
By Z. Hossain, S. Hore, M. A. Alim, and R. Hore

Flexural Behavior of Staggered Steel Sheet Pile Wall with Mechanical and Welded Joints
By N. Suzuki

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 56 No. 1 : 11 April 2025 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 55 No. 3 September 2024 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Comparative Analysis of Simplified and Finite Element Method Approaches for Seismic Forces in Circular Tunnels
By A. Achouri and M. N. Amrane

Stability Analysis of Embankment using Finite Element Method Constructed over Treated Soil with Anionic Polyacrylamide
By L. Z. Mase, D. Amalia, and A. Dewi

Advancing Tunnel Boring Machine Performance Prediction in Massive and Highly Fractured Granite: Integrating Innovative Deep Learning and Block Model Techniques
By N. Monthanopparat and T. Tanchaisawat

Ground Improvement of Mongla Container Yard in Bangladesh
By M. Sadiq, M. Rokonuzzaman, F. Mahmud, and M. H. Tareq

Analysis and Optimisation of Influencing Factors on the Performance of Cement Stabilised Marine Clay Using Response Surface Methodology
By Rejin R. P., Vandana S., and Abdul N. K. P.

Prediction of Stone Column Bearing Capacity Using Artificial Neural Network Model (ANNs)
By M. Gaber and J. M. A. Alsharef

The Failure of Road Embankment Along the Canal During Driven Piles Construction in Thickness of Soft Sensitive Clay
By S. Chaiyaput, T. Suksawat, J. Wongkumchun, J. Ayawanna, and T. Kongsomboon

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Influence of Initial Water Content and Water-to-Cement-Ratio on the Strength and Suction Characteristics of Cement-Stabilized Sediments from Drainage Canal
By T. Thongdetsri, S. Nontananandh, N. Khumsuprom, S. Youdee, A. Jotisankasa, and S. Inazumi

Updating the Background Seismicity Catalog in the Surabaya Area using USGS PSHA with a 2475-Year Return Period Study
By P. W. Santoso, A. Rachmansyah, E. A. Suryo, and A. J. Syahbana

Optimizing Soil Characterization with Automated Pressuremeter Software Integration for the Pencel Pressuremeter in In-situ Testing
By F. Messaoud, M. S. Nouaouria, and P. J. Cosentino

Test Equipment and Application of Gas Permeation Characteristic of MSW
By G. Zeng and D. Hu

Mechanical Properties of Soft Clay Soil Improved with Nanomaterials and Chitosan Biopolymer
By D. A. Firmansyah, A. K. Somantri, A. V. R. Sihombing, L. Z. Mase, and A. Sundara

A Systematic Review on Slope Stability and Deformation Analysis Subjected to Rainfall and Earthquake
By P. P. Boruah, J. T., A. C., and A. K. Anshu

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 55 No. 1 March 2024 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Soft Soil Improvement by Geosynthetics for Enhanced Performance of Transport Infrastructure
By B. Indraratna, S. Atapattu, C. Rujikiatkamjorn, J. Arivalagan, and N. Jing

Development of the Jet Grouting Method: Evolutionary History, Mechanism Insights, Innovative Approaches, and Future Prospects
By J. Yamazaki, K. C. Chao, K. N. Wong, and I. M. Wang

Evaluation of the Impact of Expansive Clay Heaving on Seepage and Stability of an Earth Dam
By F. Shah, K. C. Chao, and S. Soralump

Evaluating Bentonite Sludge Suitability for Landfills and Developing a Coefficient of Permeability Prediction Model
By N. Prongmanee, T. Boonyarak, S. Chea, N. Thasnanipan, Z. Z. Aye and A. Noulmanee

Effect of Soil Slope on Lateral Response of Piled Raft Foundations in Cohesive Soil
By S. Lateh, T. Chub-Uppakarn, P. Jongpradist, T. Chompoorat, S. Swasdi, and W. Srisakul

Equivalent-Linear and Nonlinear Seismic Ground Response Analysis of Important Sites in Amaravati Capital Region, Andhra Pradesh, India
By R. Satyannarayana, B. G. Rajesh, and S. K. Yamsani

2D Dynamic Numerical Modelling of a Tunnel – Soil – Building System Subjected to Seismic Loading
By Z. He and S. P. G. Madabhushi

Development of IoT Slope Monitoring System and its Applications for Kratu-Patong Road Landslide in Phuket, Thailand
By A. Jotisankasa, W. Praphatsorn, V. Siriyakorn, P. Sanposh, I. Janthong, Y. Tipsuwan, A. Sawangsuriya, and P. Jitareekul

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Neutralization of Phosphogypsum for Use in Base Lining System of Phosphogypsum Dumping Yards
By C. N. V. S. Reddy, and K. Tulasi

Stability Analysis of Jointed Rock Slope with Strength Reduction Method Based on a 3DEC Simulation
By F. Guo, G. Zeng, and L. Yue

Mitigation of Adverse Effects of Sulfates in Cement Treated Marine Clay Subgrades
By M. Kuriakose, B. M. Abraham, and A. G Pillai

Unconfined Compressive Strength of Weakly Cemented Compacted Sand under Different Loads
By M. Redjem, M. Hidjeb, I. Lamri, and K. Boudjellal

Ground Improvement in Loose Sandy Soils through Dynamic Replacement
By N. F. Ismael, D. Ismael, and N. A. Otaibi

Numerical Study of a Quay Wall Anchored by an Anchor Plate Backfilled with a Mixture of Sand and Recycled Waste
By F. Z. Benamara, C. Kechkar, M. Feligha, M. Bencheikh, and L. Louetri

Geotechnical Engineering Journal of the SEAGS & AGSSEA 

Vol. 54 No. 3 September 2023 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Experimental Behaviour of Nailed Soil by GFRP Bars

By S. Sghaier, S. Ellouze, M. Bouassida, A. Bezuijen, B. Hadrich and A. Daoud

Effect of Lime and Cement Kiln Dust on Strength Characteristics of Expansive Soil

By D. Ashwini and H. N. Ramesh

Engineering Behavior of Soil Stabilized with Byproducts of Plastic Recycling Plant

By V. P. Devipriya, S. Chandrakaran, K. Rangaswamy

Performance Monitoring of Restraint Back-to-Back Mechanically Stabilized Earth Walls for Dam Crest Rehabilitation of Mae Suai Dam, Thailand

By K. Wannasiri, S. Prempramote, and S. Soralump

Recent Tendencies in the Use of the Response Surface Method in the Stability of a Synthetic Retaining Wall

By M. B. B. Bencheikh, A. Aidoud, S. Boukour, N. Handel, N. Khaldi, F. Z. Benarbia and M. Dorbani

A Study on the Effect of Field Procedure Corrections of SPT- N Values on the Liquefaction Resistance of the Subsoil Strata along the Coastline of Visakhapatnam

By C. N. V. S. Reddy, S. E. Rao and A. Harika

Land Reclamation Management Utilizing Artificial Intelligence for Estimating Soil Properties

By T. Kumagai, T. T. T. Mai, K. Bai, F. Tsurumi, and T. Tashiro

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 54 No. 2 June 2023 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Geotechnical Properties of Tropical (Lateritic) Soils and Their Implications for Road Construction:
A Case Study from Bahir-Dar, Ethiopia
By Mohammed Yesuf, Afzal Khan, and Argaw Asha

Performance of Cost-effective Borehole Technology on Groundwater Development in Bangladesh
By K. Nazrul I. Khan, Tomoharu Hori, and Mohammad A. Kader

Geometry and Roughness Effect at the RCC Interface-Earth Dam Causing Leakage in Mae Suai Composite Dam, Thailand
By S. Soralump, K. Wannasiri, and S. Prempramote

Assessment of Variation in Degree of Saturation due to Rainfall for Landslide Study
By Prashant Sudani and K. A. Patil

Effectiveness of Soilcrete to Reinforce Earth Levees
By Bich Thi Luong and Hoang-Hung Tran-Nguyen

Numerical Study of Geogrid-Reinforced Retaining Wall
By Marwa Feligha, Fatima Zohra Benamara, Nouaouria Mohamed Salah, Benayoun Fadila, and Souhila Rehab Bekkouche

Geotechnical Engineering Journal of the SEAGS & AGSSEA

Vol. 54 No. 1 March 2023 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Application of Deep Vertical Vibratory Compaction Using Resonance Amplification 

by K. Rainer Massarsch

Hydraulic Conductivity Behavior of Soilcrete Specimens Created from Dredging Sand, Cement, and Bentonite

by Hoang-Hung Tran-Nguyen, Bich Thi Luong, Phong Duy Nguyen, and Khanh Duy Tuan Nguyen

Experimental and Numerical Analysis of Unsaturated Soil Slope Stability with Rainfall and Jute Fibre Reinforcement Condition

by Saurabh Kumar and La Bahadur Roy

Undrained Shear Strength of Soft Soil in Some Areas of Vietnam’s North Central Region

by Nguyen Thi Nu, Bui Truong Son, Nguyen Thanh Duong, Do Minh Ngoc, and Vu Dinh Tho

The Application of Rice Husk Ash and Lime as a Stabilizer for Constriction Purposes

by Abdullah All Noman, M. Raton, and Koshnur Rahman

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Water Characteristic Curve for Soils in Kazakhstan pp 1-8
by A. Satyanaga, A. B. Ibrahimi, A. S. Mohammad, A.H. Hamdany, M. Wijaya, S. W. Moon, and J. Kim

Inverse Method: Deep Foundation Pit Construction pp 9-12
by T. Zhang and D. Pan

Analytical Study for a Set of Partially Strengthened End-Bearing Granular Piles pp 13-24
by A. Jitendra Kumar Sharma and B. Ashish Solanki

An Efficient Tool to Determine Undrained Shear Strength of Soft Soils pp 25-35
by Dalel Azaiez and Mounir Bouassida

A Numerical Study on The Shear Strength of Pervious Concrete Column in Weak Ground pp 36-40
by Rashma R.S.V, Jayalekshmi B.R, and R. Shivashankar

Unsaturation and Liquefaction: Case Study of Dense Sand pp 41-48
by K.H. Tran, S. Imanzadeh, S. Taibi, Hanène Souli, Jean-Marie Fleureau, Mahdia Hattab, and D. L. Dao

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Predictable and Unpredictable Uncertainties Delaying the Completion of the Kabatas-Mahmutbey Metro Construction (Istanbul/Turkey) pp 1-6
by M. Ozcelik and F. Tuzlu

Gellan Gum for Strengthening Bentonite-Sand Slurry pp 7-14
by T.P.A. Tran, T. Katsumi, and T.N. Tran

Comparative Study on Strength and Permeability of Siliceous Sand Treated by MICP and Cement Grouting pp 15-21
by Hai-lei Kou, Wang-xiang Hou, Peng-peng Ni, and Jia He

Predicting the UCS of Lime‒Stabilized Clayey Soils pp 22-30
by B. Sari-Ahmed, M. Ghrici and K. Harichane

Deterministic and Probabilistic Approach of Seismic Slope Stability Analysis – A State-of-The-Art Review pp 31-38
by Partha Pratim Boruah and Arunav Chakraborty

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 53 No. 2 June 2022 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Behaviour of Foundation Rested on Finite Saturated Salt-Encrusted Flat Soil (Sabkha) Improved by Cement Addition under Repeated Loading pp 1-7
by Naif Alsanabani, Ahmed Alnuaim, Abdulhafiz Alshenawy, and Wagdi Hamid

An Obliquely Incident Wave Propagation Through the Jointed Complex Rock Masses pp 8-17
by Yexue Li, Yuanyuan Wang, Yu Cheng, and Jinshun Xue

Numerical Verification for Seismic Response of Reinforced Soil Embankment on Soft Clay Foundation pp 18-28
by Ripon Hore and Sudipta Chakraborty, Kamruzzaman Kamrul, Ayaz Mahmud Shuvon,and Mehedi A. Ansary

Stability of Undisturbed Residual Soil Hill Slopes pp 29-34
by Anup Kaushik Sharma and Utpal Kumar Das

Investigation of Key Properties of EPS Geofoams for Highway Embankments on Soft Ground pp 35-42
by Hoang-Hung Tran-Nguyen and Vinh Phan Phuoc

Estimation of Drain Pipe Effects Using Electrical Prospecting and Unsaturated Soil/Water Coupled Analysis pp 43-50
by K. Kawai, K. Nakashima, K. Yasutomi, and N. Otaka

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 53 No. 1 March 2022 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Analysing Allowable Horizontal Displacements of Retaining Wall Based on Limited Settlements of Adjacent Building pp 1-10
by Quoc Thien Huynh, Huu Thoi Tra, Lindung Zalbuin Mase, Nhat Hoang Vo, and Van Qui Lai

Load-Settlement Behaviour of Geotextile-Based Geocell Reinforced Sand Bed pp 11-17
by Chirajyoti Doley, Utpal Kumar Das, and Sanjay Kumar Shukla

Influence of Moisture Content on Tropical Slope Soils pp 18-21
by Bruno Cavalcante Mota and Francisco Heber Lacerda de Oliveira

Shear Strength of Earth Materials in a Weathering Profile Over Granite pp 22-29
by John Kuna Raj

Flexible Piles within MSE Retaining Wall System pp 30-39
by Salah Mahdi Hamza, Shaymaa T. Kadhim, and Saad F. A. Al-Wakel

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 52 No. 4 December 2021 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Wide-area Land Subsidence of Kashiwazaki Plain due to the 2007 Niigata-ken Chuetsu-Oki Earthquake pp 1-7
by S. Ohtsuka, K. Isobe, and Y. Fukumoto

An Expanded Polystyrene Foam (EPS) Road Robust to Successive Great Kumamoto Earthquakes in 2016 pp 8-13
by K. Yasuhara, H. Tsukamoto, K. Taneichi, T. Konami, and T. Kubota

Deformation and Cyclic Strength Characteristics of Loose and Medium-Dense Clean Sand under Sloping Ground Conditions: Insights from Cyclic Undrained Torsional Shear Tests with Static Shear pp 14-22
by G. Chiaro, M. Umar, T. Kiyota, and J. Koseki

Resilient Deformation Characteristics of Unsaturated Subgrade Materials of Rail Tracks under Cyclic Moving Wheel Loads pp 23-32
by T. Ishikawa, B. Dareeju, C. Gallage, and L. Tianshu

Cyclic Behaviour and Dynamic Properties of Texcoco Clays near Mexico City pp 33-38
by Efraín Ovando, Zaira Hernández, Osvaldo Flores, and Alfonso Fernández

Engineering Properties of Mangking Sandstone pp 39-48
by Ainuddin Yasin and Jasmi Ab Talib

Analysis of Cracking Behavior of Composite Landfill Liners pp 49-56
by Abdullah All Noman and Islam M. Rafizul

Prediction of California Bearing Ratio (CBR) from Index Properties of Fine-Grained Soil pp 57-64
by Arunav Chakraborty and Anasuya Goswami

Theoretical Study on the Influence of Degradation and Compression Parameters on Gas Pressure in Municipal Solid Waste Landfill pp 65-69
by G. Zeng and J. Ma

Assessments of Soil Parameter Reduction Coefficients from One-Dimensional Ground Response Analyses pp 70-77
by D.W. Chang, J.F. Li, and Y.S. Lin

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 52 No. 3 September 2021 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Influence of Microbial Activities in Reducing Erodibility of Sandpp 1-7
by S. Datta and D. Roy

Effective Treatment Technique for Producing A Highly Pozzolanic Clay in a Construction Workpp 8-11
by A. Poowancum, P. Kotkhangphlu, and J. Ayawanna

Estimating Hydraulic Conductivity Assisted with Numerical Analysis for Unsaturated Soil – A Case Studypp 12-19
by Md Rajibul Karim, David Hughes, and Md Mizanur Rahman

Development of a Stress-Strain Path Controlled Triaxial Apparatus to Understand the Behaviour of Silty Sandpp 20-28
by A. T. M. Z. Rabbi, M. M. Rahman, K. Mills, and D. A. Cameron

Laboratory Investigations on the Shear Behaviour of Sand-Tyre Derived Aggregate Mixturespp 29-32
by J.S. Vinod, M. Neaz Sheikh, Soledad Mashiri, and Dean Mastello

Stress-Strain and Deformation Characteristics of an Unsaturated Soil-Cement Interface under Different Overburden Stresses and Grouting Pressures  pp 33-41
by M. A. Hossain and J. H. Yin

Influence of the Sample Preparation on the Mechanical Characteristics of Hostun Sand pp 42-50
by Q. Gu, D. König, and M. Goudarzy

Piled Raft on Sandy Soil - An Observational Study pp 51-65
by V. Balakumar, Min. J. Huang, Erwin Oh, Nilan S. Jayasiri, Richard Hwang, and A. S. Balasubramaniam

Lateritic Soil Stabilization by Addition of Steel Slags pp 66-69
by S. Chaiyaput and J. Ayawanna

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 52 No. 2 June 2021 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

The Effect of Compaction Effort on Shear Strength Parameters of Low/High Plasticity Clay Soils pp 1-8
by M. Yamin, M. F. Attom, S. Atabay, and R. Vandanapu 

Using a Stochastic Model to Study the Ground Motion of Comprehensive Subsurface Structure pp 9-16
by C. H. Hsu, S. J. Chao, S. G. Chern, and H. Hwang

The Effect of the Inclined Core of the Earth Fill Dam on the Settlement Rate pp 17-23
by A. M. Ghaemi, B. K. Ahangari, C. A. Noorzad, and D. K. Goshtasbi

The Boundary Condition of a 3D Continuum Model for a Quasi 2D Plane Strain Condition pp 24-30
by S. Chaiyaput and M. Sugimoto

3D Evaluation of PWP Development Due to Tunnel Excavation in an Over Consolidated Clay pp 31-38
by D. L. Vettorello, F. A. M. Marinho, and P. D. G. Orlando

Seismic Behaviour of Complex H-Shaped Buried Structures pp 39-47
by B. Salehi, A. Bahmanpour, and M. Derakhshandi

Settlement’s Prediction of Piles in Tropical Soil pp 48-55
by P. H. L. Bezerra, A. S. Moura, F. C. da Silva Filho, F. V. C. G. Filho, and E. Cerqueira Junior

Cyclic Resistance of High Plasticity North Java Clays and Silt pp 56-62
by E. Rismantojo, E. Ginting, and M. Ochoa

Durability of Erosion Control Geomesh of Paddy by ‘Accelerated Biodegradation Test’ pp 63-68
by S. Halkude and R. Katdare

Stability Analysis of an Overall Failure Excavation Case in Hang Zhou pp 69-71
by T. N. Do

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 52 No. 1 March 2021 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Estimating Pile Axial Bearing Capacity by c-Φ Derived from Pressuremeter Test pp  1 – 10
by T-L. Gouw

Volcanic Cohesive Soil Behaviour under Static and Cyclic Loading  pp  11 – 18
by W. O. Sumartini, H. Hazarika, T. Kokusho, and S. Ishibashi

Reliability Assessment on Deep Braced Excavations Adjacent to High Slopes in Mountain Cities  pp  19 – 25
by R. H. Zhang, W. G. Zhang, Z. J. Hou, and W. Wang

Effect of Compaction Ratio, Frequency, Stress Amplitude and Cyclic Stress Ratio on the Dynamic Characteristic of Sea Sand Material under Vehicle Loading  pp 26 – 34
by C. L. Nguyen, H. H. Nguyen, Q. P. Nguyen, D.H. Ngo, and D. M. Nguyen

The Use of the Observational Method in Deep Excavations for the Realization of a Residential Compound in a Complex Hydrogeological Context  pp  35 – 42
by M. Carassini, F. Bucci, and A. Antiga

Performance of Helix Piled Raft Foundation in Tropical Fibrous Peat Soil Under Traffic Loads  pp 43 – 47
by A. Arsyad, A. B. Muhiddin1, T. Harianto, E. Budianto, P. Sangle, and A. B. Firmansyah

Application of Distributed Fibre Optic Sensor (DFOS) in Bi-directional Static Pile Load Tests  pp 48 – 54
by S. C. Lee, B.P. Tee, M. F. Chong, H. Mohamad, K. A. Ang, and P. P. Rahardjo

Numerical Study of Ground Surface Settlement Induced by Diaphragm and Buttress Installation  pp 55 – 60
by A. Lim and P. Hsieh

New Solutions to Geotechnical Challenges for Coastal Cities  pp 61 – 66
by J. Chu, S.F. Wu, H. Chen, X.H. Pan, and K. Chiam

An Investigation of the Elastic Modulus of Cement-Stabilised Soil by Wet Mixing Method for Sand Ground  pp 67 – 74
by H-D. Do, V-N. Pham, A-D. Pham, P-N. Huynh, and E. Oh

Jack-in Pile Design and Construction for High-rise Buildings – A Malaysian Consulting Engineer’s Perspective  pp 75 – 94
by C. M. Chow and Y.C. Tan

Compressibility Behaviour of Sapric Peat in Double Drainage Constant Rate of Strain (CRS) Test  pp 95 – 100
by D. N. D. Unoi, A. Hasan, A. G. Amuda, and F. Sahd

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 51 No. 4 December 2020 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Contents and Abstracts

Supporting the Observational Approach in Construction through Bayesian Analysis  pp 1-6
by C.W. Boon and L.H. Ooi

Effect of Shape of Footing on Coefficient of Elastic Uniform Compression of Polypropylene Fiber Reinforced Fine Sand  pp 7-10
by C.N.V. Satyanarayana Reddy and G.V. Usha Rani

Numerical Analysis for Appropriate Buried Depth of Cold-proof Drainage Hole of a Tunnel  pp  11 – 17
by Zhao Mao-Long and Zhu Wei

Microstructural Change of Clay under Compression  pp 18 – 24
by Riqing Xu, Jiaqi Jiang, Yuming Huang, and Jianlin Yu

Reliability of ULSD Theory in Geotechnics  pp 25 – 37
by P. Koudelka

Cyclic Parameters of Gas Oil Contaminated Fine Soils  pp 38 – 45
by F. Mir Mohammad Hosseini, S.M. Mir Mohammad Hosseini, and Hamidreza Jahangard

Study on the Failure Pattern of Layered Soil using Finite Element Method  pp 46 – 51
by Moumita Goswami and Arunav Chakraborty

A Numerical Approach to Cyclic Consolidation of Saturated Clays  pp 52 – 60
by Shay Haq, Tian Ho Seah, Kuo-Chieh Chao, and Cholachat Rujikiatkamjorn

CPT & SPT Tests in Assessing Liquefaction Potential  pp 61 – 68
by Ripon Hore, Sudipta Chakraborty, M. R. Arefin, and M. A. Ansary

Properties of an Unsaturated Residual Soil behind a Failed Slope in Sri Lanka  pp 69 – 78
by N. Vasanthan and S.A.S. Kulathilaka

Improvement of Soil Cohesion Using Microbial Acitvity  pp 79 – 82
by Yustian Heri Suprapto, Budi Susilo Soepandji, Wiwik Rahayu, and Puspita Lisdiyanti

Estimation of Vibration Parameter for Blast Based on Shear Strength  pp 83 – 88
by Ranjan Kumar, Pravin Prakash Yerunkar, and Kapilesh Bhargava

Solution for Partially Penetrated Vertical Drain with Anchor Plate  pp 89 – 97
by Trong Nghia-Nguyen, Le Thanh Cuong, Le Gia Lam, Phuoc H. Dang, and Phu-Cuong Nguyen

Post-liquefaction Settlement Evaluation Method of Non-plastic Silty Sand  pp 98 – 107
by Mei Hsun Chang, Jing Wen Chen, and Wei Feng Lee

End-Bearing Granular Pile-Effect of Non-Linearity of Soil and Granular Pile  pp 108 – 121
by Prof. J.K. Sharma and Dr. Pooja Gupta

Hypoplastic Model with Intergranular Strain: Dependence on Grain Properties and Initial State  pp 122 – 129
by S. Nagula and Prof. Dr. Ing. J. Grabe

Effect of Permeability Variation in Vacuum Consolidation  pp 130 – 134
by Van-Tuan Vu, Yu-you Yang, and Anh-Tuan Vu

Test Equipment and Application of Compression Properties of MSW  pp 135 – 138
by Gang Zeng, Feng Quan, Dan Hu, Jing Wang, Jun Ma, and Xinminnan Hui

The Durability of Soil-Cement Columns in High Sulphate Environments  pp 139 – 145
by Pham Van Ngoc, Brett Turner, Jinsong Huang, and Richard Kelly

Causes of Damage of Rural Road in Coastal Areas of Bangladesh  pp 146 – 155
by Md. Jahangir Alam, Mohammed Emdadul Karim, and Md. Shamsul Hoque

Laboratory Study on Natural Fibre Amended Fly Ash as an Expansive Soil Stabilizer  pp 156 – 160
by B. Soundara, S. Selvakumar, and S. Bhuvaneshwari

Soil Model Effects on Deep Excavations Analysis  pp 161 – 168
by S. Ghaffarpour Jahromi and H. Ataeeian Dehkordi

A Review on Rock Slope Stability: Failure Mechanisms, Stabilization Techniques and Implications for Mining Engineering  pp 169 – 180
by William Ngaha Tiedeu, Deyi Jiang, Jie Chen, and Jinyang Fan

Permeabilities of Cement-Treated Geomaterials Subjected to Varying Water-Cement Ratios  pp 181 – 184
by Hai-lei Kou, Meng Yang, Wang-chun Zhang, Jing-kui Wang, and Qing-ming Song

Tunisian Phosphogypsum Challenges  pp 185 – 194
by Hajer Maazoun and Mounir Bouassida

Shaft Capacity Assessment of Recharge Impulse Technology  pp 195 – 199
by Wafi Bouassida, Essaieb Hamdi, Mounir Bouassida, and Yuri Kharine

Back Analyses of Historical Ground Subsidence Induced by the Lowering of Groundwater Table  pp 200 – 208
by R.N. Hwang and Z.C. Moh

Deliberate Failure of Slurry Trench Excavations in Soft Clay  pp 209 – 223
by E. DiBiagio, F. Myrvoll, A .S. Balasubramaniam, J. M. N. S. Jayasiri, G. Aas, and E. Oh

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 51 No. 3 September 2020 ISSN 0046-5828

Honouring Prof. John Burland
Dedicated to late Prof. Kenneth Harry Roscoe

Sponsored by: Asian Institute of Technolog

Contents and Abstracts

An Appreciation of Modified Cam Clay pp 1-9
by G.T. Houlsby

Integrated Research into the Foundation Behaviour of Offshore Energy Production Platforms pp 10-18
by Richard J. Jardine, David W. Hight, and David M Potts

Stress Components in Unsaturated Soils pp 19-24
by D. G. Toll

Reflections on the Importance of Small Strain Non-Linearity in Soils pp 25-36
by Andrew J. Whittle

Aqueous Gel in Sands; a Friend or Foe? pp 37-43
by V.N. Georgiannou, E-M. Pavlopoulou, and F.C. Chortis

John Burland’s Deep-Excavation- and Tunnelling-Related Research and Industry Involvement pp 44-51
by J. R. Standing

Mechanical Models for Hazard and Risk Analysis of Structures in Creeping Landslides pp 52-59
by Philipp W. Oberender, Dimitri V. Val, and Alexander M. Puzrin

Reflections on Recent Tailings Dam Failures and How the Application of Burland’s Soil Mechanics Triangle Concept May Avert Future Failures pp 60-64
by A. Fourie

From Particles to Constrictions: Scientific Evolution of Enhanced Criteria for Internal Stability Assessment of Soils pp 65-72
by Buddhima Indraratna, Jahanzaib Israr, and late Peter R Vaughan

Geotechnical Engineering Journal of the SEAGS & AGSSEA
Vol. 51 No. 2 June 2020 ISSN 0046-5828

Sponsored by: Asian Institute of Technology

Liquefaction Induced Downdrag for the Juan Pablo II Bridge at the 2010 Maule Earthquake in Chile (1 - 8)
by Bengt H. Fellenius, Babak Abbasi, and Balasingam Muhunthan

Deep Compaction of Sand Causing Horizontal Stress Change (9 - 21)
by K. R. Massarsch and B. H. Fellenius

Some Factors that Influence the Prediction of the Behaviour of Piled Rafts via Simplified (Numerical) Analyses (22 - 29)
by Renato P. Cunha, Harry G. Poulos, and John C. Small

Evaluation of Analytical and Numerical Techniques to Simulate Curtain Pile Walls in a Tropical Soil of the Federal District of Brazil (30 - 38)
by S. Jacazz, Y. M. P. de Matos, F. F. Monteiro, R. P. Cunha, J. C. Ruge, and G. Gassler

Biodegradable Prefabricated Vertical Drains: from Laboratory to Field Studies (39 - 46)
by Thanh Trung Nguyen, Buddhima Indraratna, and Pankaj Baral

P-Cone: A Novel Cone Penetration Test Device for Deep Foundation Design (47 - 53)
by Hai M. N. and Anand J. P.

Analysis of Stiffened Granular Piled Raft (54 - 64)
by Madhav Madhira, Jitendra Kumar Sharma, and Raksha Rani Sanadhya

Can a Pile Load Tested to ‘Failure’ be used as a Working Pile? (65 - 72)
by T. L. Gouw and A.Gunawan

Displacement of Piles from Pressuremeter Test Results - A Summary of French Research and Practice (73 - 82)
by R. Frank

Effect of Seismic Action on Settlement and Load Sharing of Piled Rafts Based on Field Monitoring (83 - 94)
by K. Yamashita, J. Hamada and T. Tanikawa

Model Vibration Tests on Piled Raft and Pile Group Foundations in Dry Sand (95 - 102)
by Anh-Tuan Vu, Tatsunori Matsumoto, and Kohei Kenda

BEM and FEM Approaches to the Analysis of Negative Skin Friction on Piles (103 - 110)
by G. Russo, L. Di Girolamo and G. Marone

Effective Stress Friction Angle of Normally Consolidated and Overconsolidated Intact Clays from Piezocone tests (111 - 116)
by Zhongkun Ouyang and Paul W. Mayne

Numerical and Simplified Methods for Soil-pile Interaction Analysis (117 - 129)
by Dezi F., Carbonari S., Morici M., and Leoni G.

The Behaviour of Pile Group and Combined Piled-Raft Foundation in Liquefiable Soil under Seismic Conditions (130 - 138)
by Aniruddha Bhaduri, Vansittee Dilli Rao, and Deepankar Choudhury

Foundation Investigation and Analysis for Tall Tower Developments (139 - 149)
by C. M. Haberfield, J.E. Finlayson, and A. L .E. Lochaden

Effects of Cyclic Behaviour during Pile Penetration on Pile Performance in Model Load Tests (150 - 158)
by S. Moriyasu, T. Matsumoto, M. Aizawa, S. Kobayashi, and S. Shimono

FD Analysis on Piled Raft Foundation Settlements under Vertical Loads (159 - 165)
by D. W. Chang, H. W. Lien, and M. H. Hung

Analysis for Laterally Loaded Offshore Piles in Marine Clay (166 - 171)
by S. Jeong, and Y. Kim

Pile Design in Seismic Areas: Small or Large Diameter? (172 - 178)
by R. Di Laora

Design and Construction of Ho Chi Minh City Metro Line 1 Underground Section (Contract Package 1b)
by Masrur Abdull Hamid Ghani, Kenichi Ito, Minoru Kuriki, and Shun Sugawara

Big Challenges and Innovative Solutions at HZMB Link Project
by L. Ming, Y. Haiqing, H. Sakaeda, and O. Ozgur

Lach Huyen Port Infrastructure Project and Soil Improvement Works
by Thi Ha

A Comparison of EPB and Slurry TBMs Operating in Mixed Ground Conditions Resulting from Tropical Weathering of Rock
by J.N. Shirlaw

Reuse and Recycling of Clayey Soil in Pasir Panjang Terminal Phases 3 and 4 Project in Singapore
by Loh Chee Kit, Eugene Khoo, Seah Kim Huah, James Lam Pei Wei, Thiam Soon Tan, Fumitaka Tsurumi, and Takahiro Kumagai

Performance of Cross and Buttress Walls to Control Wall Deflection Induced by Deep Excavation in Dense Urban Area
by A. Lim and C. Y. Ou

Piled Raft Foundation with Grid-form Deep Mixing Walls Supporting the Largest Scale Base-isolated Building in Japan
by J. Hamada, Y. Yamashita, T. Honda, M. Sugaya, and M. Kamimura

Piled Raft Foundation Supporting a Supertall Building in Osaka Constructed by Top-down Method
by K. Yamashita, J. Hamada, and K. Hirakawa

Anti-Seismic Numerical Analysis of Water Intake Structure of Pakistan Karachi K-2/K-3 Nuclear Power Plant
by Wang Guixuan, Yin Xunqiang, and Zhao Jie

Application of Press-in Method to Coastal Levees in Kochi Coast as Countermeasures against Liquefaction
by Y. Ishihara, H. Yasuoka, and S. Shintaku

The Tangent Stiffness Uncertainty in Strain-hardening and Strain-softening Soil
by Bengt H. Fellenius

Application of Distributed Fibre Optic Cables in Piles
by Jakub G. Kania, Kenny Kataoka Sorensen, and Bengt H. Fellenius

Comparison of Flexural Stiffness between Hat-type and U-type Steel Sheet Pile Retaining Walls in a Field Test in Singapore
by S. Moriyasu, S.P. Chiew, K. Otsushi, N. Matsui, S. Taenaka, K. Teshima, M. Tatsuta, and H. Tanaka