{"id":78740,"date":"2024-10-17T18:25:01","date_gmt":"2024-10-17T18:25:01","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411063-2010\/"},"modified":"2024-10-24T19:37:57","modified_gmt":"2024-10-24T19:37:57","slug":"asce-9780784411063-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411063-2010\/","title":{"rendered":"ASCE 9780784411063 2010"},"content":{"rendered":"

GSP 205 contains 49 papers presented at sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010.<\/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\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
8<\/td>\nContents <\/td>\n<\/tr>\n
12<\/td>\nKeynote Paper
Bearing Capacity and Deformation Characteristics of Uplift Piles in Soft Ground <\/td>\n<\/tr>\n
37<\/td>\nSection 1: Piled Raft System and Soil-Structure Interaction
Settlement and Load Sharing of Piled Raft of a 162 m High Residential Tower <\/td>\n<\/tr>\n
45<\/td>\nEffect of Pile Configuration and Load Type on Piled Raft Foundations Performance <\/td>\n<\/tr>\n
53<\/td>\nA Study on Time-Effects of Piled Raft System by Using Computational Methods <\/td>\n<\/tr>\n
63<\/td>\nStructural Characteristics and Design Technical Keys of Wind Turbine Foundation in Shanghai Donghai-Bridge Offshore Wind Farm <\/td>\n<\/tr>\n
72<\/td>\nCoupled Foundation-Superstructure Analysis and Influence of Building Stiffness on Foundation Response <\/td>\n<\/tr>\n
78<\/td>\nObservation of Pile-Soil-Interaction during Cyclic Axial Loading Using Particle Image Velocimetry <\/td>\n<\/tr>\n
84<\/td>\nAnalysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction under a Scoured Condition <\/td>\n<\/tr>\n
92<\/td>\nNonlinear Dynamic Soil\u2014Micropile-Structure Interactions: Centrifuge Tests and FEM Analyses <\/td>\n<\/tr>\n
101<\/td>\nThe Effect of Soil-Pile Separation on the Transfer and Impedance Functions <\/td>\n<\/tr>\n
107<\/td>\nNumerical Simulation of Pile-Soil-Structure Interaction under Dynamic Loading <\/td>\n<\/tr>\n
115<\/td>\nSection 2: Deep Foundations
Influence of Pile Geometry on Internal Sand Displacement around a Laterally Loaded Pile Using Transparent Soil <\/td>\n<\/tr>\n
122<\/td>\nSoil-Water Coupling Analysis of Real-Scale Field Test for 9-Pile Foundation Subjected to Cyclic Horizontal Loading <\/td>\n<\/tr>\n
130<\/td>\nPile Diameter Effect on Bending Behaviour of Piles in Clay under Earthquake Loads <\/td>\n<\/tr>\n
140<\/td>\nPredictions of Pile Setup and Its Resistance Factors for South Louisiana <\/td>\n<\/tr>\n
146<\/td>\nExperimental Study of Model Piles Socketed into Rock with a Hanging Base <\/td>\n<\/tr>\n
154<\/td>\nThe Behavior of a Single Pile under Cyclic Axial Loads <\/td>\n<\/tr>\n
160<\/td>\nAxial Pile Resistance of Different Pile Types Based on Empirical Values <\/td>\n<\/tr>\n
166<\/td>\nOptical Model Test on Work Mechanism of Single Pile with Cap <\/td>\n<\/tr>\n
172<\/td>\nAnalysis of Stability of Super-Long Bored Pile Considering Resistance of Soil on the Side of Pile <\/td>\n<\/tr>\n
180<\/td>\nNonlinear Buckling Analysis of Piles with High-Rise Pile Cap <\/td>\n<\/tr>\n
188<\/td>\nStudy on Transfer Behavior of Negative Friction of Single Pile in Two-Layer Soil <\/td>\n<\/tr>\n
195<\/td>\nObservations on Viscosity Reduction of PHPA Polymer Support Fluids <\/td>\n<\/tr>\n
203<\/td>\nAn Analytical Solution to Transform O-Cell Pile Test Data into Conventional Load-Settlement Curve <\/td>\n<\/tr>\n
211<\/td>\nDrilled Shaft Response in Piedmont Residuum Using Elastic Continuum Analysis and Seismic Piezocone Tests <\/td>\n<\/tr>\n
217<\/td>\nAxial Capacity of Drilled Shafts in Clay over Gravel Formation <\/td>\n<\/tr>\n
227<\/td>\nEvaluation of Axial Capacity of Post Grouted Drilled Shafts <\/td>\n<\/tr>\n
235<\/td>\nNumerical Simulation for Wave Propagation in Pile Integrity Test <\/td>\n<\/tr>\n
243<\/td>\nConstruction Technologies of Super-Long Pile Foundation in Hangzhou Bay Bridge <\/td>\n<\/tr>\n
249<\/td>\nSection 3: Innovative Foundations
Model Test Research on the Compaction Effect of Jacked Pile in Layered Soil <\/td>\n<\/tr>\n
257<\/td>\nNumerical Simulation Study on Use of Groove in Controlling Compacting Effects of Jacked Pile <\/td>\n<\/tr>\n
263<\/td>\nEffects of Cyclic Frequency and Pre-Loading on Behaviour of Plate Anchors <\/td>\n<\/tr>\n
272<\/td>\nDisplacement Field of an Uplifting Anchor in Sand <\/td>\n<\/tr>\n
278<\/td>\nUplift Capacity of Pile Anchors in Cohesionless Soil <\/td>\n<\/tr>\n
288<\/td>\nStudy on Bearing Behaviors of Single Axially Loaded SDCM Pile <\/td>\n<\/tr>\n
296<\/td>\nExperimental Study and Engineering Practice of Rammed Concrete Pile <\/td>\n<\/tr>\n
303<\/td>\nCentrifuge Study on Ultra-Deep Foundation Pit Excavation in Soft Ground <\/td>\n<\/tr>\n
311<\/td>\nNumerical Analysis on Ground Behavior for Construction of Displacement Pile <\/td>\n<\/tr>\n
319<\/td>\nNumerical Simulations on a Tube-Installed Displacement Pile in Sand Using Stress-Controlled Method <\/td>\n<\/tr>\n
326<\/td>\nInvestigation on the Requirements Regarding the Minimum Embedded Length of Monopiles <\/td>\n<\/tr>\n
336<\/td>\nEffects of PCC Pile Spacing on Expressway Embankment Settlement Control <\/td>\n<\/tr>\n
344<\/td>\nSection 4: In Situ Testing
Strength and Deformation Characteristics of Lagoonal Clay Deposits in Lixia River Area by Seismic Piezocone Tests <\/td>\n<\/tr>\n
352<\/td>\nMonitoring In Situ Soil Moisture Variations of Expansive Clay Using Neutron Probes <\/td>\n<\/tr>\n
358<\/td>\nCorrelating Vane Shear Results with Undrained Strength Parameters for Slope Stability Analysis <\/td>\n<\/tr>\n
364<\/td>\nSoft Clay Erosion and Its Undrained Shear Strength Measurements <\/td>\n<\/tr>\n
372<\/td>\nEstimation of In Situ Strength for Sandy Soils Using CPT Cone Resistance <\/td>\n<\/tr>\n
378<\/td>\nInterpretation of Piezocone Tests in Venetian Silty Soils and the Issue of Partial Drainage <\/td>\n<\/tr>\n
386<\/td>\nCylindrical Cavity Expansion from a Finite Radius <\/td>\n<\/tr>\n
395<\/td>\nIdentification of Soil Stratigraphy of Soft Deposit in Shanghai from CPTU Test <\/td>\n<\/tr>\n
404<\/td>\nIndexes
Author Index
A
B
C
D
F
G
H
J
K
L <\/td>\n<\/tr>\n
405<\/td>\nM
N
P
R
S
T
W
X
Y
Z <\/td>\n<\/tr>\n
406<\/td>\nSubject Index
A
B
C
D
E
F
G
H
I
L
M
N
O <\/td>\n<\/tr>\n
407<\/td>\nP
R
S
T
U
V
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Deep Foundations and Geotechnical In Situ Testing<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2010<\/td>\n407<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78741,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78740","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\/78740","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\/78741"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78740"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78740"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78740"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}