Proceedings of the Second International Conference on Geotechnical and Earthquake Engineering, held in Chengdu, China, October 25-27, 2013. Sponsored by the International Association of Chinese Geotechnical Engineers (IACGE); the Chinese Academy of Engineering, Division of Civil, Hydraulic and Architecture Engineering; and the Geo-Institute of ASCE. This collection contains 92 peer-reviewed papers on challenges and recent advances in geotechnical and seismic research and practice. Topics include: soil dynamics and earthquake engineering, foundation engineering and pile testing, excavation and shoring, embankments and retaining walls, tunnels and underground structures, dams and levees, slopes and landslides, expansive soils and loess, geology and rock mechanics, ground improvement techniques, geotechnical numerical modeling and computation, and geotechnical support technologies during construction. GSP 232 will be of interest to geotechnical researchers and practicing engineers around the world working on geotechnical earthquake engineering problems.

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PDF Pages	PDF Title
1	Cover
8	Contents
18	Some Advice on Vertical Draining Channels in Settlement Calculation of Soft-Soil Roadbed with Finite Element Method (Vacuum Preloading)
28	Theoretical Solution for Dynamic Responses of Saturated Soils
36	Application of Modified Terzaghi Theory in Deposited Sediment Consolidation
44	Rotating Block Method for Seismic Displacement of Slopes of Saturated Clay
54	Attenuation Plateau Characteristics and Fitting Analysis of the Dynamic Compaction Shockwave
62	Developing an Economical and Reliable Test for Measuring the Resilient Modulus and Poisson’s Ratio of Subgrade Soils
71	Numerical Analysis of Dynamic Response and Influence Factors on PCC Pile Composite Foundation of High Speed Railway
79	Analysis on Deformation Mechanism of PCC Pile Composite Foundation under Train Vibration Load
87	Study on Formation Mechanism of Liujiawan Landslide Triggered by Wenchuan Earthquake
96	Study on the Classification of Loess Ground in Tunnel Engineering
105	Shear Strength Characteristics of an Artificially Cemented Sand-Gravel Mixture
113	Key Factors of Subgrade Influencing Dynamic Wheel/Rail Loads at Railway Transition Zones
122	Dynamic Characteristics of Subgrade Bed for Ballastless Track
129	Study on Seepage-Induced Debris Flow Initiation under the Rainfall Action for Loose Soil
137	Reasonable Layout of Cross Passages for the Qianjiang River Tunnel Based on Seismic Analysis
145	Study on Stability and Failure Mode of Bedding Rock Slope Affected by Rock Mass Structural Plane Parameters
153	Numerical Analysis of Failure Mode of Geocell Flexible Retaining Wall
163	Shear Modeled from Random Particle Movement
171	A Stability Analysis Method for Arbitrary Slip Block Based on Finite Element Method
179	A Similar Cam-Clay Model for Sand Based on the Generalized Potential Theory
187	Stability Behavior of Lime-Stabilized Gypseous Soil under Long-Term Soaking
195	The Study on the Influences of Drainage Way Arrangements on the Law of Seepage Flow in the Slope
205	Visualization of Grout Permeation inside Transparent Soil
212	Influence of Curing Time on the Main Mechanical Characteristics of High-Water Content and Quick-Setting Stones
222	Soil Cementation Generated and Enhanced by Electrokinetics
230	The Effect of Excavation Disturbance on Rockburst Trigger under Different Horizontal Geostress
240	Parametric Study on the Effect of Deep Excavation on the Adjacent Metro Station in Suzhou
248	A Visco-Elastic Model with Loading History Dependent Modulus and Damping for Seismic Response Analyses of Soils
258	Investigation of Influencing Factors on Strain Localization inside Sand Specimens Subjected to Triaxial Loading
264	Influential Factors on Slope Stability and Landslide Mobility
272	Test Research of Dynamic Strength and Deformation on Geogrid-Reinforced Cohesive Soil under Cyclic Loading
280	A Numerical Study on Artificial Fill Embankment with Liquefiable Foundation Using FLAC
288	Reference Strain γ[sup(r)] in Hyperbolic Modeling of Dynamic Shear Modulus of Soils
296	Physical and Analytical Modeling of Tire Mat-Reinforced Vegetated Slope
304	Experimental Study on Compression Modulus of Sandy Soil
314	Model Test Study on Force and Deformation Characteristics of Steel Tubular Composite Piles
325	The Chemical-Physical Combined Method for Improving Clay Slurry in Land Reclamation
333	Research on New Dam Structure for High Earth Core Rockfill Dam on Thick Overburden
341	Shear Strength Characteristics of Fissure Plane in Expansive Soil
351	Dynamic Model of Subgrade Using a Coupled Vehicle-Track-Subgrade Method
360	Reliability Analysis on Anti-Overturning Stability of Supporting Structure of Excavation Using Monte Carlo Method
369	Foundation Treatment Methods of Metro Station on Geologically-Sensitive Area
378	Field Comparative Tests for Studying the Vertical Loading Performance of Piles Due to Water Level Periodical Fluctuation in Foundation Soils
388	Simulation of the Dangerous Area by PFC for the Lvchunba Crag Body
397	Stability Assessments of the Slope Controlled by Deep Seated Concentrating Belts of Unloading Fractures in Dagangshan, China: A Case Study
405	Shallow Slope Stability Analysis Method for Vegetated Slope
413	Research on the Settlement Behavior of Ram-Compacted Piles with Bearing Base
423	Imaging the Graben Structure Based on Microtremor with H/V Spectral Ratio
431	Measuring Shear and Compression Wave Velocities in Laboratory Triaxial Tests Using Disk-Shaped Composite P/S Piezoelectric Transducer
439	Analysis of Elastic Support Beam on Dynamic Load
447	Field Deformation Study on Enclosure Structure and Environment of Subway Shaft Construction under Complex Conditions
455	Effect Analysis of Soft Rock Slope Reinforced by Bolts under Blasting Dynamic Load
464	The Mechanism of Ground Subsidence Induced by EPB Tunneling in Sand and Cobble Stratum
472	Study on the Movement of Soil and Rock Mass Resulting from Underground Excavation of Horizontal Rectangle Section
479	Discussion on Superposition Empirical Formula of Ultimate Bearing Capacity Based on the Upper Bound Limit Analysis Theory
488	Back Analysis of Landslide Deposit Basal Failure Plane Residual Shear Strength
498	Study on the Modified Coefficient of Dynamic Penetration Rod Length
506	Study on Hydrodynamic Pressure and Dynamic Response of Pier under Long-Period Earthquakes
515	Seismic Damage Rules and Seismic Risk of Tunnel Portals Based on Fuzzy Comprehensive Evaluation Method
524	Influence of Overlying Goaf Dip Angle on Stability of Highway Tunnel during Excavation
532	Stability Analysis of Landslide Dam under Rainfall
540	Experimental Study on Strength and Deformation Characteristics of Gassy Muddy Clay with Thin Silt Interlayers
548	Analysis of Surrounding Rock Displacement Induced by Tunnel Excavation in Horizontal Interbedding Rock Mass
558	A Transversely Isotropic Cosserat Continuum Model and Its Numerical Application
566	3-D Masing Behavior of a Parallel Iwan Model
574	Soil-Pile-Structure Interaction in Earthquake Engineering
584	Application of Soil-Structure Interaction (SSI) in the Analysis of Flexible Retaining Walls
595	Mechanistic Empirical Pavement Design Guide Input Parameters for Unbound Aggregates in Oklahoma
603	Large-Span Rock-Anchored Beam Safety Pre-Warning Method and Its Application in Underground Powerhouse
612	Consolidation Behavior of Ultra-Soft Slurry and 1-D Consolidation Model Considering Viscosity
622	The Settlement Behavior of Piled Raft Interaction in Undrained Soil
630	Pile Foundation Seismic Design Approach for the Padma Bridge, Bangladesh
642	Aseismic Analysis of Circular Deep Grouting for Tunnel Surrounding Rock in Strong Earthquake Zone
652	Investigation of Liquefaction Potential of Alluvium underneath an Earth Embankment Dam
664	Centrifuge Model Tests of Settling Characteristics about Extremely Deep Soft Subgrade Reinforcement by Composite Pile
676	On the Compressibility of Cement-Stabilized Zinc-Contaminated Kaolin Clay
686	The Role of Polypropylene Fibers and Polypropylene Geotextiles in Erosion Control
694	Lateral Load on a Large Pile Group: A 3D Finite Element Model
702	Evaluation of Effective Soil Density in Resonant Column Tests
711	Geotechnical Impact of the 2008 Wenchuan Earthquake
721	A Case History of the Design and Construction of a Corrosion Protection System for a Steel Sheet Pile Wall
730	Modeling of Debris Flow Using Distinct Element Method
738	Shear Stress-Strain Curves Based on the G/G[sub(max)] Logic: A Procedure for Strength Compatibility
747	Micro-Structure Behavior of Soft Clay under Consolidation through Radial Flow Using PVDs
755	Evaluation of Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading
763	Nonlinear Analysis for the Cooling Effect of Road Subgrade with Varying Spacings of Thermosyphons in Cold Regions
771	Prediction and Application of Equilibrium Water Content of Expansive Soil Subgrade
779	Field Tests on Vibration Response of Ballastless Subgrade under Excitation of High Speed Train in China
787	Field Test and Analysis of Piled-Raft Structure of High-Speed Railway Foundation
796	Experimental Study on Strength Characteristics of Unsaturated Remolded Loess
803	Computer Simulations on the Effects of Desaturation on Soil Liquefaction Resistance
813	Reliability-Based Dam Erodibility Assessment

Published By	Publication Date	Number of Pages
ASCE	2013	820


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Standard Title	ASCE IACGE – Challenges and Recent Advances in Geotechnical and Seismic Research and Practices
Published Code	ASCE
Publication Date	2013
Pages Count	820

ASCE IACGE 2013

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