{"id":78724,"date":"2024-10-17T18:24:50","date_gmt":"2024-10-17T18:24:50","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410493-2009\/"},"modified":"2024-10-24T19:37:54","modified_gmt":"2024-10-24T19:37:54","slug":"asce-9780784410493-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410493-2009\/","title":{"rendered":"ASCE 9780784410493 2009"},"content":{"rendered":"
GSP 197 contains 35 selected papers presented at 2009 GeoHunan International Conference, Challenges and Recent Advances in Pavement Technologies and Transportation Geotechnics, held in Changsha, Hunan, China, August 3-6, 2009.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | Soil Stabilization and Dynamic Behavior of Soils and Foundations Experimental Study on T-Shaped Soil-Cement Deep Mixing Column Composite Foundation <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Effects of Core on Dynamic Responses of Earth Dam <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | Influence of Cement Kiln Dust on Strength and Stiffness Behavior of Subgrade Clays <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | Bayesian Inference of Empirical Coefficient in Foundation Settlement <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Elasto-Plastic FEM Analyses of Large-Diameter Cylindrical Structure in Soft Ground Subjected to Wave Cyclic Loading <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Combined Mode Decomposition and Precise Integration Method for Vibration Response of Beam on Viscoelastic Foundation <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Remediation of Liquefaction Potential Using Deep Dynamic Compaction Technique <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Transmitting Artificial Boundary of Attenuating Wave for Saturated Porous Media <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | Analysis of the Long-Term Settlements of Chimney Foundation on Silty Clay <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Field Tests on Composite Deep-Mixing-Cement Pile Foundation under Expressway Embankment <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Design of Ballasted Railway Track Foundations under Cyclic Loading <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | Simulation and Amelioration of Wu-Bauer Hypoplastic Constitutive Model under Dynamic Load <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Geotechnical Properties of Controlled Low Strength Materials (CLSM) Using Waste Electric Arc Furnace Dust (EAFD) <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | Pendular Element Model for Contact Grouting <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Creating Artificially Cemented Sand Specimen with Foamed Grout <\/td>\n<\/tr>\n | ||||||
114<\/td>\n | Zhuque Hole Landslide Disaster Research <\/td>\n<\/tr>\n | ||||||
121<\/td>\n | Earth Retaining Walls and Slope Stability Evaluations of Pullout Resistance of Grouted Soil Nails <\/td>\n<\/tr>\n | ||||||
128<\/td>\n | Microscopic Mechanics for Failure of Slope and PFC: Numerical Simulation <\/td>\n<\/tr>\n | ||||||
136<\/td>\n | Influence of Soil Strength on Reinforced Slope Stability and Failure Modes <\/td>\n<\/tr>\n | ||||||
146<\/td>\n | Design of a Hybrid Reinforced Earth Embankment for Roadways in Mountainous Regions <\/td>\n<\/tr>\n | ||||||
155<\/td>\n | Analysis of Overturning Stability for Broken Back Retaining Wall by Considering the Second Failure Surface of Backfill <\/td>\n<\/tr>\n | ||||||
164<\/td>\n | The Upper Bound Calculation of Passive Earth Pressure Based on Shear Strength Theory of Unsaturated Soil <\/td>\n<\/tr>\n | ||||||
171<\/td>\n | Bearing Capacity Analysis of Beam Foundation on Weak Soil Layer: Non-Linear Finite Element versus Loading Tests <\/td>\n<\/tr>\n | ||||||
179<\/td>\n | Stability Analysis of Cutting Slope Reinforced with Anti-Slide Piles by FEM <\/td>\n<\/tr>\n | ||||||
187<\/td>\n | Optimization Methods for Design of the Stabilizing Piles in Landslide Treatment <\/td>\n<\/tr>\n | ||||||
197<\/td>\n | Search for Critical Slip Surface and Reliability Analysis of Soil Slope Stability Based on MATLAB <\/td>\n<\/tr>\n | ||||||
203<\/td>\n | Rock Slope Quality Evaluation Based on Matter Element Model <\/td>\n<\/tr>\n | ||||||
210<\/td>\n | Study on the Application Performances of Saponated Residue and Fly Ash Mixture as Geogrids Reinforced Earth Retaining Wall Filling Material <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Study of Mouzhudong Landslide Mechanism <\/td>\n<\/tr>\n | ||||||
221<\/td>\n | Study of Deep Drain Stability in High Steep Slope <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | Mechanism Analysis and Treatment of Landslide of Changtan New River <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | Mechanical Analysis of Retaining Structure Considering Deformation and Validation <\/td>\n<\/tr>\n | ||||||
239<\/td>\n | Research on Deformation and Instability Characteristic of Expansive Soil Slope in Rainy Season <\/td>\n<\/tr>\n | ||||||
250<\/td>\n | Dual-Control Method to Determine the Allowable Filling Height of Embankment on Soft Soil Ground <\/td>\n<\/tr>\n | ||||||
256<\/td>\n | Research on the Criterion of Instability of the High-Fill Soft Roadbed <\/td>\n<\/tr>\n | ||||||
262<\/td>\n | Indexes Author Index A D F G H K L M N Q R S T W X <\/td>\n<\/tr>\n | ||||||
263<\/td>\n | Y Z <\/td>\n<\/tr>\n | ||||||
264<\/td>\n | Subject Index A B C D E F G H I L N N O P <\/td>\n<\/tr>\n | ||||||
265<\/td>\n | R S T U V <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Slope Stability, Retaining Walls, and Foundations<\/b><\/p>\n |