Digital Object Identifier

521

10.14456/seagj.2019.20

13 พ.ค. 2567

Long-term Behaviour of Piled Raft with DMW Grid on Reclaimed Land

522

10.14456/seagj.2019.19

13 พ.ค. 2567

Stiffening Effect on End Bearing Granular Piles

523

10.14456/seagj.2019.18

13 พ.ค. 2567

Common Mistakes in Static Loading-test Procedures and Result Analyses

524

10.14456/seagj.2019.17

13 พ.ค. 2567

Load-movement Response by t-z and q-z Functions

525

10.14456/seagj.2019.16

13 พ.ค. 2567

Monitoring and Process Control of Vibratory Driving

526

10.14456/seagj.2020.69

12 พ.ค. 2567

Application of Distributed Fibre Optic Cables in Piles

527

10.14456/seagj.2020.68

12 พ.ค. 2567

The Tangent Stiffness Uncertainty in Strain-hardening and Strain-softening Soil

528

10.14456/seagj.2020.67

12 พ.ค. 2567

Application of Press-in Method to Coastal Levees in Kochi Coast as Countermeasures against Liquefaction

529

10.14456/seagj.2020.66

12 พ.ค. 2567

Anti-Seismic Numerical Analysis of Water Intake Structure of Pakistan Karachi K-2/K-3 Nuclear Power Plant

530

10.14456/seagj.2020.65

12 พ.ค. 2567

Piled Raft Foundation Supporting a Supertall Building in Osaka Constructed by Top-down Method

531

10.14456/seagj.2020.64

12 พ.ค. 2567

Piled Raft Foundation with Grid-form Deep Mixing Walls Supporting the Largest Scale Base-isolated Building in Japan

532

10.14456/seagj.2020.63

12 พ.ค. 2567

Performance of Cross and Buttress Walls to Control Wall Deflection Induced by Deep Excavation in Dense Urban Area

533

10.14456/seagj.2020.62

12 พ.ค. 2567

Reuse and Recycling of Clayey Soil in Pasir Panjang Terminal Phases 3 and 4 Project in Singapore

534

10.14456/seagj.2020.61

12 พ.ค. 2567

A Comparison of EPB and Slurry TBMs Operating in Mixed Ground Conditions Resulting from Tropical Weathering of Rock

535

10.14456/seagj.2020.60

12 พ.ค. 2567

Lach Huyen Port Infrastructure Project and Soil Improvement Works

536

10.14456/seagj.2020.59

12 พ.ค. 2567

Big Challenges and Innovative Solutions at HZMB Link Project

537

10.14456/seagj.2020.58

12 พ.ค. 2567

Design and Construction of Ho Chi Minh City Metro Line 1 Underground Section (Contract Package 1b)

538

10.14456/seagj.2020.57

10 พ.ค. 2567

Pile Design in Seismic Areas: Small or Large Diameter?

539

10.14456/seagj.2020.56

10 พ.ค. 2567

Analysis for Laterally Loaded Offshore Piles in Marine Clay

540

10.14456/seagj.2020.55

10 พ.ค. 2567

FD Analysis on Piled Raft Foundation Settlements under Vertical Loads

541

10.14456/seagj.2020.54

10 พ.ค. 2567

Effects of Cyclic Behaviour during Pile Penetration on Pile Performance in Model Load Tests

542

10.14456/seagj.2020.53

10 พ.ค. 2567

Foundation Investigation and Analysis for Tall Tower Developments

543

10.14456/seagj.2020.52

10 พ.ค. 2567

The Behaviour of Pile Group and Combined Piled-Raft Foundation in Liquefiable Soil under Seismic Conditions

544

10.14456/seagj.2020.51

10 พ.ค. 2567

Numerical and Simplified Methods for Soil-pile Interaction Analysis

545

10.14456/seagj.2020.50

10 พ.ค. 2567

Effective Stress Friction Angle of Normally Consolidated and Overconsolidated Intact Clays from Piezocone tests

546

10.14456/seagj.2020.49

10 พ.ค. 2567

BEM and FEM Approaches to the Analysis of Negative Skin Friction on Piles

547

10.14456/seagj.2020.48

10 พ.ค. 2567

Model Vibration Tests on Piled Raft and Pile Group Foundations in Dry Sand

548

10.14456/seagj.2020.47

10 พ.ค. 2567

Effect of Seismic Action on Settlement and Load Sharing of Piled Rafts Based on Field Monitoring

549

10.14456/seagj.2020.46

10 พ.ค. 2567

Displacement of Piles from Pressuremeter Test Results A Summary of French Research and Practice

550

10.14456/seagj.2020.45

10 พ.ค. 2567

Can a Pile Load Tested to 'Failure' be used as a Working Pile?

551

10.14456/seagj.2020.44

10 พ.ค. 2567

Analysis of Stiffened Granular Piled Raft

552

10.14456/seagj.2020.43

10 พ.ค. 2567

P-Cone: A Novel Cone Penetration Test Device for Deep Foundation Design

553

10.14456/seagj.2020.42

10 พ.ค. 2567

Biodegradable Prefabricated Vertical Drains: from Laboratory to Field Studies

554

10.14456/seagj.2020.41

10 พ.ค. 2567

Evaluation of Analytical and Numerical Techniques to Simulate Curtain Pile Walls in a Tropical Soil of the Federal District of Brazil

555

10.14456/seagj.2020.40

10 พ.ค. 2567

Some Factors that Influence the Prediction of the Behaviour of Piled Rafts via Simplified (Numerical) Analyses

556

10.14456/seagj.2020.39

10 พ.ค. 2567

Deep Compaction of Sand Causing Horizontal Stress Change

557

10.14456/seagj.2020.38

10 พ.ค. 2567

Liquefaction Induced Downdrag for the Juan Pablo II Bridge at the 2010 Maule Earthquake in Chile

558

10.14456/seagj.2020.37

8 พ.ค. 2567

Deliberate Failure of Slurry Trench Excavations in Soft Clay

559

10.14456/seagj.2020.36

8 พ.ค. 2567

Back Analyses of Historical Ground Subsidence Induced by the Lowering of Groundwater Table

560

10.14456/seagj.2020.35

8 พ.ค. 2567

Shaft Capacity Assessment of Recharge Impulse Technology