{"id":78738,"date":"2024-10-17T18:25:00","date_gmt":"2024-10-17T18:25:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411056-2010\/"},"modified":"2024-10-24T19:37:57","modified_gmt":"2024-10-24T19:37:57","slug":"asce-9780784411056-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411056-2010\/","title":{"rendered":"ASCE 9780784411056 2010"},"content":{"rendered":"
GSP 204 contain 39 papers presented at sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Geotechnics Coupled Stability Analyses of Rainfall Induced Landslide: A Case Study in Taiwan Piedmont Area <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Integrating Vegetation Role in Computer Simulation for Slope Stability: The Case Study of a Railway Embankment <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Optimal Design of Waste-Dump Slope of Open Pit Mine Based on Strength Reduction FEM <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Risk Analysis of Individual Landslide in the Three Gorges Reservoir <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | Back-Analysis of Water Waves Generated by the Dayantang Landslide <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Stochastic Durability Analysis of Under-Water Concrete Structure of Hangzhou Bay Bridge <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Critical State Stress Analysis for Soil Body of Potential Heave <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | Effect of Piping on Shear Strength of Levees <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Study on the New Deformation Characteristics of the Pumped Aquifers in Su-Xi-Chang Area, China <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | Parametric Studies of Ground Deformation Induced by Pneumatic Caisson Construction in Soft Soils <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | Simultaneous Modeling of Internal Erosion and Deformation of Soil Structures <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Closed-Form Solutions of the Homogeneous Isotropic Elastic Half Space Subjected to a Circular Plane Heat Source <\/td>\n<\/tr>\n | ||||||
98<\/td>\n | Golden Ratio in the Point Heat Source Induced Horizontal and Vertical Displacements of an Isotropic Elastic Half Space <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | Geoenvironmental Engineering Engineering Characteristics of Bottom Ash in Municipal Solid Waste Incinerators <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Strength Comparison of Cement Solidified\/Stabilized Soils Contaminated by Lead and Copper <\/td>\n<\/tr>\n | ||||||
122<\/td>\n | Geotechnical Properties of Zinc\/Lead Mine Tailings from Tara Mines, Ireland <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | Experimental Study of Cemented Soil under Na[sub(2)]SO[sub(4)] Corrosive Condition <\/td>\n<\/tr>\n | ||||||
137<\/td>\n | Influence of Heavy Metal Contaminants on the Compressibility of Reconstituted Kaolinite <\/td>\n<\/tr>\n | ||||||
143<\/td>\n | Beneficial Reuse of Corrugated Board in Slurry Applications <\/td>\n<\/tr>\n | ||||||
151<\/td>\n | Analysis on Tensile Force of Liner System with the Variation of Location of Roller Compactor in Landfill <\/td>\n<\/tr>\n | ||||||
157<\/td>\n | pH Changes in Solidified Dredged Materials <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | Recent Developments in Modeling THCM Behaviour of Geoenvironmental Problems <\/td>\n<\/tr>\n | ||||||
170<\/td>\n | Field Test of a Geothermal System in Hafen City, Hamburg <\/td>\n<\/tr>\n | ||||||
178<\/td>\n | Bioremediation of Heavy Metals in Soil and Groundwater: Impact of Nitrate as an Inhibitor <\/td>\n<\/tr>\n | ||||||
192<\/td>\n | Simulation of Groundwater Composition Change Due to Deposition of Uranium Minerals in Dolomite Gravel Fill <\/td>\n<\/tr>\n | ||||||
199<\/td>\n | “Kriging Assistant”: A Geostatistical Analysis and Evaluation Tool <\/td>\n<\/tr>\n | ||||||
205<\/td>\n | Seepage and Porous Mechanics The Wells Simulator: Analytical Solutions for Groundwater Flow Using Modified Streamfunction Contouring <\/td>\n<\/tr>\n | ||||||
213<\/td>\n | Rapid Drawdown of Water Table in Layered Soil Column <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | The Effect of Clay Content on Filter-Cake Formation in Highly Permeable Gravel <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | Remote Sensing and GIS for Groimdwater Mapping and Identification of Artificial Recharge Sites <\/td>\n<\/tr>\n | ||||||
235<\/td>\n | Development of Discharge Capacity Testing Apparatus and Numerical Analyses of Test Results <\/td>\n<\/tr>\n | ||||||
242<\/td>\n | An Aquifer Analogue Study of High Resolution Aquifer Characterization Based on Hydraulic Tomography <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | A Mathematical Model for Determination of the Critical Hydraulic Gradient in Soil Piping <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | Application of Natural Element Method in Solving Seepage Problem <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | Spherical Discrete Element Simulation of Seepage Flow with Particle-Fluid Interaction Using Coupled Open Source Software <\/td>\n<\/tr>\n | ||||||
272<\/td>\n | Seepage Failure and Erosion of Ground with Air Bubble Dynamics <\/td>\n<\/tr>\n | ||||||
278<\/td>\n | A Proposed Calculation Method for Land Subsidence Caused by Groundwater Withdrawal in Jiangsu Province <\/td>\n<\/tr>\n | ||||||
284<\/td>\n | Geotechnical Characterization of the Simsima Limestone (Doha, Qatar) <\/td>\n<\/tr>\n | ||||||
290<\/td>\n | Application of Microgravity Survey to Detect Underground Cavities in a Desert Karst Terrain <\/td>\n<\/tr>\n | ||||||
296<\/td>\n | Indexes Author Index A B C D E F G H J K L M N O P <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | Q R S T V W X Y Z <\/td>\n<\/tr>\n | ||||||
298<\/td>\n | Subject Index A B C D E F G H I K L <\/td>\n<\/tr>\n | ||||||
299<\/td>\n | M N P R S T U V W Y Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Geoenvironmental Engineering and Geotechnics<\/b><\/p>\n |