{"id":78746,"date":"2024-10-17T18:25:05","date_gmt":"2024-10-17T18:25:05","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784410257-2009\/"},"modified":"2024-10-24T19:37:58","modified_gmt":"2024-10-24T19:37:58","slug":"asce-9780784410257-2009","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784410257-2009\/","title":{"rendered":"ASCE 9780784410257 2009"},"content":{"rendered":"

N\/A<\/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
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>\nKeynote Lecture Papers
SHRP2 R02 Phase 1\u2013Geotechnical Solutions for Soil Improvement, Rapid Embankment Construction, and Stabilization of the Pavement Working Platform <\/td>\n<\/tr>\n
25<\/td>\nState of Advancement of Column-Type Reinforcement Element and Its Application in China <\/td>\n<\/tr>\n
39<\/td>\nColumn-Supported Embankments
Theoretical Study and Field Tests on Pile-Supported Embankments over Soft Ground <\/td>\n<\/tr>\n
49<\/td>\nApproaches for 2D Coupled Modeling of Column-Supported Embankments <\/td>\n<\/tr>\n
59<\/td>\nNumerical Analysis of Pile-Supported Earth Platforms with Non-Uniform Piles <\/td>\n<\/tr>\n
68<\/td>\nPractical Implications of Numerical Analyses of Geosynthetic Reinforcement in Column-Supported Embankments <\/td>\n<\/tr>\n
76<\/td>\nNumerical Analysis of the Pile Lateral Behavior and Anti-Slip Mechanism of Rigid Pile Supported Embankments <\/td>\n<\/tr>\n
86<\/td>\nEvaluation of Geogrid-Reinforced Pile-Supported Embankments under Cyclic Loading Using Discrete Element Method <\/td>\n<\/tr>\n
96<\/td>\nReliability-Based Design Applied to Multi-Column Composite Foundations <\/td>\n<\/tr>\n
105<\/td>\nWorking Behavior of Composite Ground under Flexible Foundations Based on Super-Substructure Interaction <\/td>\n<\/tr>\n
115<\/td>\nNumerical Analysis on the Performance of a Cushioned Foundation with a Mixture of Both Rigid and Flexible Piles <\/td>\n<\/tr>\n
125<\/td>\nExperimental Study on Controlled Modulus Column Methods <\/td>\n<\/tr>\n
133<\/td>\nColumn Technologies for Ground Improvement
Construction of a Large Diameter Cast-in-Situ Concrete Pipe Pile for Ground Improvement <\/td>\n<\/tr>\n
143<\/td>\nDeep Soil Mixing (DSM) Treatment of Expansive Soils <\/td>\n<\/tr>\n
153<\/td>\nOn the Uniformity of Deep Mixed Soil-Cement Columns with Electrical Resistivity Method <\/td>\n<\/tr>\n
163<\/td>\nEvaluation of Ground Improvement for Liquefiable Deposits Using Shear Wave Velocity <\/td>\n<\/tr>\n
173<\/td>\nEffectiveness of Stone Columns for Liquefaction Mitigation of Silty Sands with and without Wick Drains <\/td>\n<\/tr>\n
183<\/td>\nImprovement Efficacy of RJP Method in Shanghai Soft Deposit <\/td>\n<\/tr>\n
192<\/td>\nState of Jet Grouting in Shanghai <\/td>\n<\/tr>\n
202<\/td>\nSeismic Analysis of Rigid Pile Composite Ground <\/td>\n<\/tr>\n
211<\/td>\nBored Pile Post-Grouting Technology and Its Engineering Application <\/td>\n<\/tr>\n
220<\/td>\nSoil Improvement to Support a Warehouse Building over Difficult Soils <\/td>\n<\/tr>\n
230<\/td>\nGround Modification and Accelerated Consolidation
Soil Improvement with Organo-Silane <\/td>\n<\/tr>\n
238<\/td>\nStudy for Engineering Utilization of Slag Soil in Tianjin Alkaline Factory <\/td>\n<\/tr>\n
247<\/td>\nEstimation of Heave Due to Inclined Compaction Grouting <\/td>\n<\/tr>\n
255<\/td>\nBio-Mediated Soil Improvement: Load Transfer Mechanisms at the Micro- and Macro-Scales <\/td>\n<\/tr>\n
265<\/td>\nFriction and Passive Resistance of Geogrid in Pullout Tests <\/td>\n<\/tr>\n
273<\/td>\nSustainability through Beneficial Use of Lime Sludge for Construction <\/td>\n<\/tr>\n
284<\/td>\nThe TRD Method for In Situ Mixed Vertical Barriers <\/td>\n<\/tr>\n
294<\/td>\nDynamic Compaction of Fill in a Mountainous Area <\/td>\n<\/tr>\n
303<\/td>\nUse of Explosion in Improving Highway Foundation <\/td>\n<\/tr>\n
311<\/td>\nConstruction of Earth Dams on Soft Ground: Principles and Examples <\/td>\n<\/tr>\n
321<\/td>\nMechanism of Using Vacuum Preloading Method in Improving Soft Clay Layers <\/td>\n<\/tr>\n
332<\/td>\nIndexes
Subject Index
A
B
C
D
E
F
G
H
J
L
M
N
P
R
S <\/td>\n<\/tr>\n
333<\/td>\nT
V
W <\/td>\n<\/tr>\n
334<\/td>\nAuthor Index
B
C
D
E
F
G
H
J
L
M
P
Q
R
S
T
V
W <\/td>\n<\/tr>\n
335<\/td>\nX
Y
Z <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Advances in Ground Improvement<\/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>\n335<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78747,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78746","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\/78746","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\/78747"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78746"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78746"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78746"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}