วารสาร: Southeast Asian Geotechnical Society and Association of Geotechnical Societies in Southeast Asia (seagj)
ผลลัพธ์:  689
เรียงข้อมูลโดย:  
321
6 มิ.ย. 2567
A Comparison of Performance of Deep Excavation using the Top Down and Bottom Up Methods in Kenny Hill Formation
322
6 มิ.ย. 2567
Tunnelling Past Critical Structures in Kuala Lumpur: Insights from Finite Element Analysis and T-Z Load Transfer Analyses
323
6 มิ.ย. 2567
On The Preconsolidation Pressure: Experience Based on Testing the Holocene Marine Clay of Peninsula Malaysia
324
6 มิ.ย. 2567
Laboratory Study on Dynamic Properties of Compacted Residual Soil in Malaysia
325
6 มิ.ย. 2567
Ground Improvement via Vacuum Consolidation Method in Vietnam
326
6 มิ.ย. 2567
Characteristics of Hardpan Calcrete of the Nyalau Formation and Impact on Design of Foundations
327
6 มิ.ย. 2567
Performance and Analyses of Thick Soft Clay Deposit Improved by PVD with Surcharge Preloading and Vacuum Consolidation A Case Study at CMIT
328
6 มิ.ย. 2567
A Critical Review of Rail Track Geotechnologies Considering Increase Speeds and Axle Loads
329
6 มิ.ย. 2567
Lessons Learned from Designing High-rise Building Foundations
330
6 มิ.ย. 2567
Innovation in Soil Improvement Methods
331
6 มิ.ย. 2567
Recent Advances in Pile Testing and Diaphragm Wall Constructions in Japan
332
6 มิ.ย. 2567
Professionalism and Ethics of Engineering
333
5 มิ.ย. 2567
Numerical Modelling of Ground Subsidence at an Underground Coal Gasification Site
334
5 มิ.ย. 2567
The Change Laws of Strength and Selection of Cement-sand Ratio of Cemented Backfill
335
5 มิ.ย. 2567
Experimental Study on the Durability of Soil-Cement Columns in Coastal Areas
336
5 มิ.ย. 2567
Stabilization of Seepage Induced Soil Mass Movements using Sand Drains
337
5 มิ.ย. 2567
Simplified Method for Designing Piled Raft Foundation in Sandy Soils
338
5 มิ.ย. 2567
Numerical Modelling of Retaining Wall Resting on Expansive Soil
339
5 มิ.ย. 2567
Shear Strength of an Expansive Overconsolidated Clay Treated with Hydraulic Binders
340
5 มิ.ย. 2567
Quasi-Static Numerical Modelling of an ore Carrier Hold
341
5 มิ.ย. 2567
Investigation of the Use of Sugarcane Bagasse for Soil Reinforcement in Geotechnical Applications
342
5 มิ.ย. 2567
Ground Response Based Preliminary Microzonation of Kathmandu Valley
343
5 มิ.ย. 2567
Assessment on the effect of fine content and moisture content towards shear strength
344
5 มิ.ย. 2567
Soft Ground Improvement at the Rampal Coal Based Power Plant Connecting Road Project in Bangladesh
345
5 มิ.ย. 2567
Change of Soil Properties in the Bengawan Solo River Embankment due to DryingWetting Cycles
346
4 มิ.ย. 2567
Geotechnical Measures for Uttarakhand Flash Flood-2013, India
347
4 มิ.ย. 2567
Modeling impact of future climate on stability of slope based on general circulation model
348
4 มิ.ย. 2567
Flooding Hazards and Potential Risks due to Heavy Rain and Sea Level Change in Shanghai, China
349
4 มิ.ย. 2567
Development of Gross National Safety Index for Natural Disasters
350
4 มิ.ย. 2567
Iron and Steel Slag Properties and Mechanisms for Carbon Dioxide Fixation in a Low- carbon Society
351
4 มิ.ย. 2567
Arresting rainfall-induced red soil run off in a farmland by inhibitory adaptation measures
352
4 มิ.ย. 2567
Analysis and Simulations of Flood Control Dikes and Erosion Protection Schemes using PLAXIS FEM 2D and SLIDE Softwares
353
4 มิ.ย. 2567
Performance Monitoring of Bridge Foundations under Multi-hazards
354
4 มิ.ย. 2567
Use of Low Carbon and Low Cost (LC2) Materials in Climate Change Adaptation Measures
355
4 มิ.ย. 2567
Influence of increased precipitation on the transient seepage through levees during flood events
356
4 มิ.ย. 2567
Rainfall Erosivity Variability for Penang Island
357
4 มิ.ย. 2567
Subsidence and shoreline retreat in the Ca Mau Province Vietnam: Causes, consequences and mitigation options
358
4 มิ.ย. 2567
Climate change impacts in a large-scale erosion coast of Hai Hau district, Vietnam and the adaptation
359
4 มิ.ย. 2567
Geo-disasters in Japan in the Context of Climate Change
360
1 มิ.ย. 2567
Numerical Simulation Analysis and In-situ Monitoring of Long, Narrow and Deep Foundation Pit
689
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