{"id":78732,"date":"2024-10-17T18:24:55","date_gmt":"2024-10-17T18:24:55","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411032-2010\/"},"modified":"2024-10-24T19:37:55","modified_gmt":"2024-10-24T19:37:55","slug":"asce-9780784411032-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411032-2010\/","title":{"rendered":"ASCE 9780784411032 2010"},"content":{"rendered":"

GSP 202 contains 28 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
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
6<\/td>\nContents <\/td>\n<\/tr>\n
8<\/td>\nPart I: General Characterization and Constitutive Behavior
Retention Properties and Compressibility of a Compacted Soil <\/td>\n<\/tr>\n
17<\/td>\nModel for Prediction of Shear Strength with Respect to Degree of Saturation <\/td>\n<\/tr>\n
24<\/td>\nSimple Modeling of Stress-Strain Relation for Unsaturated Soil <\/td>\n<\/tr>\n
33<\/td>\nEffect of Stress Paths on Shear Strength Response of Unsaturated Gassy Sand from Hangzhou Metro Project <\/td>\n<\/tr>\n
39<\/td>\nA Novel Suction-Controlled Ring Shear Testing Apparatus for Unsaturated Soils <\/td>\n<\/tr>\n
47<\/td>\nModeling Unsaturated Soil Behavior under Multiaxial Stress Paths Using a Refined Suction-Controlled Cubical Test Cell <\/td>\n<\/tr>\n
55<\/td>\nEffect of Saturation on Cyclic Volumetric Change of Compacted Silty Sands <\/td>\n<\/tr>\n
61<\/td>\nWetting and Drying Unsaturated Soil Moisture Diffusivity Parameters <\/td>\n<\/tr>\n
67<\/td>\nInfluence of Initial Water Content on the Collapsibility of Loess <\/td>\n<\/tr>\n
76<\/td>\nTreatment of Collapsible Soils by Salts Using the Double Consolidation Method <\/td>\n<\/tr>\n
86<\/td>\nSoil Water Characteristic Curve Parameters of Compacted Lateritic Soil Treated with Bagasse Ash <\/td>\n<\/tr>\n
95<\/td>\nVariations in Soil Water Characteristic Curves of Lateritic Soil Treated with Bentonite <\/td>\n<\/tr>\n
103<\/td>\nAnalytical Solution of the Barcelona Basic Model <\/td>\n<\/tr>\n
111<\/td>\nFundamentals of Unsaturated Soil Modelling: Have We Got It Right? <\/td>\n<\/tr>\n
126<\/td>\nElastoplastic Modelling of Hydraulic and Mechanical Behaviour of Unsaturated Expansive Soils <\/td>\n<\/tr>\n
135<\/td>\nPart II: Applied Modeling and Analyses
Effect of Slope Terrain on Distribution of Matric Suction in Unsaturated Slopes Subjected to Rainfall <\/td>\n<\/tr>\n
144<\/td>\nThree-Dimensional Slope Stability Analysis of Unsaturated Soil Slopes Subject to Reservoir Water Level Fluctuations <\/td>\n<\/tr>\n
151<\/td>\nEffect of Environmental Conditions on Stability of an Unsaturated Soil Slope <\/td>\n<\/tr>\n
159<\/td>\nFailure Mechanism of Unsaturated Volcanic Slopes Due to Rainfall and Freeze-Thaw Actions <\/td>\n<\/tr>\n
166<\/td>\nCentrifuge Model Tests of Slopes with Weak Layer under Rainfall <\/td>\n<\/tr>\n
173<\/td>\nDevelopment of Shrinkage Model for Clays Based on Moisture Variation <\/td>\n<\/tr>\n
180<\/td>\nSlope Stability Analysis of Railway Embankments Considering the Effects of Vegetation and Capillarity <\/td>\n<\/tr>\n
188<\/td>\nStabilization of Embankment on Expansive Soil\u2014A Case Study <\/td>\n<\/tr>\n
197<\/td>\nAn Empirical Method for Predicting Foundation Heave Rate in Expansive Soil <\/td>\n<\/tr>\n
204<\/td>\nEffect of Water Sources on Water Migration in the Vadose Zone <\/td>\n<\/tr>\n
211<\/td>\nSignal Processing of Water Level Fluctuations in a Sloping Sandy Beach Modeled in a Laboratory Wave Canal <\/td>\n<\/tr>\n
218<\/td>\nNon-Destructive Measurements of Unsaturated Seepage Flow Using Surface Ground-Penetrating Radar <\/td>\n<\/tr>\n
225<\/td>\nUnified Solutions for Unsaturated Soil Shear Strength and Active Earth Pressure <\/td>\n<\/tr>\n
232<\/td>\nIndexes
Author Index
A
B
C
D
E
F
G
H
I
K
L
M
N
O
P
Q
S
T <\/td>\n<\/tr>\n
233<\/td>\nV
W
X
Y
Z <\/td>\n<\/tr>\n
234<\/td>\nSubject Index
A
B
C
D
E
F
H
I
L
M
N
P
R
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T <\/td>\n<\/tr>\n
235<\/td>\nU
V
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Experimental and Applied Modeling of Unsaturated Soils<\/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>\n235<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78733,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78732","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\/78732","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\/78733"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78732"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78732"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78732"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}