{"id":78713,"date":"2024-10-17T18:24:43","date_gmt":"2024-10-17T18:24:43","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410448-2009\/"},"modified":"2024-10-24T19:37:52","modified_gmt":"2024-10-24T19:37:52","slug":"asce-9780784410448-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410448-2009\/","title":{"rendered":"ASCE 9780784410448 2009"},"content":{"rendered":"

GSP 192 contains 44 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 Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
10<\/td>\nContents <\/td>\n<\/tr>\n
14<\/td>\nSoil Behavior and Laboratory Testing
Swelling Behavior of Compacted Expansive Soils <\/td>\n<\/tr>\n
20<\/td>\nResearch on Applying Glass Fiber Cement Soil to Strengthen Soft Soil Subgrade <\/td>\n<\/tr>\n
27<\/td>\nStudy on the Strength Mechanism of Coarse-Grained Soil Influenced by Clay Content Based on Laboratory Test <\/td>\n<\/tr>\n
33<\/td>\nSEM Microstructure and Chemical Foamed-Soil Modification Tests for Swelling Red Strata in Subway Shield Tunneling Engineering <\/td>\n<\/tr>\n
40<\/td>\nExperimental Study on K[sub(0)] Consolidation Behavior of Recompacted Unsaturated Expansive Soil <\/td>\n<\/tr>\n
46<\/td>\nDiscrete Element Modeling of Aggregate Behavior in Fouled Railroad Ballast <\/td>\n<\/tr>\n
55<\/td>\nNumerical Analysis of Critical Bearing Capacity of Subsoil with K[sub(0)] Unequal to 1 <\/td>\n<\/tr>\n
62<\/td>\nStudy on the Determination of Residual Shear Strength for Expansive Soil <\/td>\n<\/tr>\n
68<\/td>\nModeling Stress-Strain Behavior of Sand-EPS Beads Lightweight Fills Based on Cam-Clay Models <\/td>\n<\/tr>\n
75<\/td>\nIn Situ Test Methods for Site Characterization, Design, and Quality Control of Earth Structures and Subgrades
Investigation of Ground Improvement Effects: Two Case Studies <\/td>\n<\/tr>\n
83<\/td>\nIn Situ Determination of Layer Thickness and Elastic Moduli of Asphalt Pavement Systems by Spectral Analysis of Surface Waves (SASW) Method <\/td>\n<\/tr>\n
90<\/td>\nLogging for Diametric Variation of Stone Columns Using Crosshole Seismic Tests <\/td>\n<\/tr>\n
96<\/td>\nEstimating Field Properties of Soft Soil Using Penetration-Type S-Wave Probe <\/td>\n<\/tr>\n
102<\/td>\nAn Automatic Portable Near Surface Soil Characterization System <\/td>\n<\/tr>\n
108<\/td>\nStudy on the Ultimate Pullout Capacity and Shape Modification Factors of Horizontal Plate Anchors Based on Nonlinear Mohr-Coulomb Failure Criterion <\/td>\n<\/tr>\n
115<\/td>\nEvaluation of Pavement Layers and Foundation Sites with Seismic Surface Wave Method <\/td>\n<\/tr>\n
121<\/td>\nResearch and Practice of Roadbed and Pavement Disease Treatment with Cement-Emulsified Bitumen Composite Grouting Material <\/td>\n<\/tr>\n
127<\/td>\nPile Foundations in Subgrade
Research on Meshless Method Using Uniform Design and Its Application in Piles Engineering <\/td>\n<\/tr>\n
133<\/td>\nNonlinear Response of Passively Loaded Piles Founded in Soft Bangkok Clay <\/td>\n<\/tr>\n
139<\/td>\nTheoretical Analysis and Numerical Simulation of Load-Settlement Relationship of Single Pile <\/td>\n<\/tr>\n
146<\/td>\nThe Characteristic of Vertical Stress in the Fill of Piled Embankments <\/td>\n<\/tr>\n
152<\/td>\nDynamic Finite Element Analysis of Micropile Foundation in Subgrade <\/td>\n<\/tr>\n
158<\/td>\nTheoretical and Experimental Study on the Vertical Bearing Behavior of Super-Long Filling Piles in Soft Soil Area <\/td>\n<\/tr>\n
165<\/td>\nStudy on Flexural Behavior of Cast-in-Place Concrete Y-Shaped Vibro-Pile <\/td>\n<\/tr>\n
172<\/td>\nCalculation of Soil Stresses under Various Pile Sectional Configurations <\/td>\n<\/tr>\n
178<\/td>\nExperimental Study on Soft Ground Improvement by Grouted Gravel Pile <\/td>\n<\/tr>\n
184<\/td>\nPile Samples Classification Method Based on the Self-Organizing Map Neural Network <\/td>\n<\/tr>\n
190<\/td>\nGeotechnical Design of a Bridge Widening Project in a Highly Active Seismic Region of Southern California <\/td>\n<\/tr>\n
196<\/td>\nTime Effect on Bearing Capacity of Composite Foundation with Stone Columns <\/td>\n<\/tr>\n
202<\/td>\nA Framework for 3D Nonlinear Ground-Foundation Analysis <\/td>\n<\/tr>\n
210<\/td>\nTunnel Engineering
Research about the Regularization of Ground Surface Movement and Deformation Caused by Mountain Tunnel Excavation <\/td>\n<\/tr>\n
217<\/td>\nFailure Mechanisms and Corresponding Stability Charts of Homogenous Rock Slopes <\/td>\n<\/tr>\n
224<\/td>\nA Model of Tunnel Safety Risk Quantitative Identification <\/td>\n<\/tr>\n
231<\/td>\nMonitoring and Numerical Analysis of Soil Displacements Due to Excavation of the Exit of Liuyang River Tunnel <\/td>\n<\/tr>\n
238<\/td>\nStudy on Construction Methods for Tunnels of Large Cross-Section Excavated in Weak Rocks <\/td>\n<\/tr>\n
245<\/td>\nInteraction of Pipe-Roof Reinforcement and Tunnel Construction under Existing Highway <\/td>\n<\/tr>\n
250<\/td>\nStability Analysis of Tunnel Driven in Stratified Anisotropic Rockmass <\/td>\n<\/tr>\n
256<\/td>\nDynamical Response of Qifeng-Lake Dam during Earthquake <\/td>\n<\/tr>\n
262<\/td>\nRigid Blocks Failure Mechanism for Stability of Shallow Tunnel Using Upper Bound Solution <\/td>\n<\/tr>\n
269<\/td>\nSimulation of a New Construction Method in a Shallow-Buried Weak Tunnel <\/td>\n<\/tr>\n
275<\/td>\nStudy on the Stratum Deformation Caused by Tunnel Excavation with Different Division of Cross-Section <\/td>\n<\/tr>\n
283<\/td>\nMethod of Ground Settlement Prediction in Urban Tunnel Construction Based on ARMA <\/td>\n<\/tr>\n
289<\/td>\nResearch on Mechanic Characteristic of Waterproof Membrane for Highway Tunnel <\/td>\n<\/tr>\n
294<\/td>\nEffect of Mechanics and Optimum Process in Excavating Multi-Arch Tunnel <\/td>\n<\/tr>\n
300<\/td>\nIndexes
Author Index
A
C
D
E
F
G
H
J
K
L
M
N
P
Q
R <\/td>\n<\/tr>\n
301<\/td>\nS
T
W
X
Y
Z <\/td>\n<\/tr>\n
302<\/td>\nSubject Index
A
B
C
D
E
F
G
I
J
L
M
N
O
P <\/td>\n<\/tr>\n
303<\/td>\nR
S
T
U <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Recent Advancement in Soil Behavior. In Situ Test Methods, Pile Foundations, and Modeling<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2009<\/td>\n303<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78714,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78713","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/78713","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/78714"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78713"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78713"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78713"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}