{"id":78744,"date":"2024-10-17T18:25:04","date_gmt":"2024-10-17T18:25:04","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411087-2010\/"},"modified":"2024-10-24T19:37:58","modified_gmt":"2024-10-24T19:37:58","slug":"asce-9780784411087-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411087-2010\/","title":{"rendered":"ASCE 9780784411087 2010"},"content":{"rendered":"

GSP 207 contains 48 papers on ground improvement and geosynthetics 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
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 Lecture Paper
Durability of Cement Treated Clay with Air Foam Used in Water Front Structures <\/td>\n<\/tr>\n
42<\/td>\nGround Improvement
An Economical, Practical, and Environmental Friendly Surcharge Preloading Method to Improve Soft Ground of Municipal Road <\/td>\n<\/tr>\n
49<\/td>\nEstimation of Strength Gain Due to Consolidation <\/td>\n<\/tr>\n
55<\/td>\nNumerical Study on the Deformation and Failure of Reinforced Sand Retaining Walls Subjected to the Vertical Load <\/td>\n<\/tr>\n
64<\/td>\nDevelopment of Reinforced Soil Structure with Pile Foundation: Piled Geo-Wall <\/td>\n<\/tr>\n
70<\/td>\nLimit Analysis of Reinforced Soil Slopes Based on Composite Reinforcement Mechanism <\/td>\n<\/tr>\n
76<\/td>\nComparison of Performance between Cross Shaped and Conventional Deep Mixed Columns for Three-Layered Soft Ground Improvement under Embankment Load <\/td>\n<\/tr>\n
82<\/td>\nA New Method for Settlement Calculation of Long-Short Piles Combined Composite Foundation <\/td>\n<\/tr>\n
90<\/td>\nExperimental Study on Vertical Bearing Behavior of Composite Foundation with Tapered Rigid Pile <\/td>\n<\/tr>\n
98<\/td>\nImplementation of Optimized Soil Improvement Techniques for a Giga Project <\/td>\n<\/tr>\n
104<\/td>\nExperimental Study on Shear Strength Behavior of Shredded Tyre-Reinforced Sand <\/td>\n<\/tr>\n
110<\/td>\nNumerical Analysis of Lateral Behavior of Rigid Piles to Support Embankments <\/td>\n<\/tr>\n
118<\/td>\nSettlement Behavior of Highway Transition Sections on Soft Clay Foundation <\/td>\n<\/tr>\n
124<\/td>\nConsolidating Dredge Soil by Combining Vacuum and Dynamic Compaction Effort <\/td>\n<\/tr>\n
130<\/td>\nChemical Modification Methods
Optimization of Deep Mixed Shear Walls for Stabilization of a Pile-Supported Flood Wall on Level Ground <\/td>\n<\/tr>\n
136<\/td>\nHeavy Structures Supported by Soil-Cement Columns <\/td>\n<\/tr>\n
142<\/td>\nMechanical Properties of Used Tire Granulates, Sand, and Cement Mixtures <\/td>\n<\/tr>\n
148<\/td>\nFly Ash As a Dispersing Material in Cement Stabilization <\/td>\n<\/tr>\n
154<\/td>\nStrength Characteristics of a Local Red Soil Blended with Class F Fly Ash and Cement <\/td>\n<\/tr>\n
160<\/td>\nMechanical Behavior of Compacted Geomaterial Changed from the Dredged Soil in Nagoya Port by Mixing with Some Stabilizers <\/td>\n<\/tr>\n
166<\/td>\nEffects of Organics on Stabilized Expansive Subgrade Soils <\/td>\n<\/tr>\n
176<\/td>\nApplication of Gypsum Waste Plasterboard and Waste Plastic Trays to Enhance the Performance of Sandy Soil <\/td>\n<\/tr>\n
185<\/td>\nEffect of Placement Water Content on Strength of Temperature Cured Lime Treated Expansive Soil <\/td>\n<\/tr>\n
192<\/td>\nUtilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays <\/td>\n<\/tr>\n
198<\/td>\nOther Modification Methods
Analysis on Load Transfer for Single Pile Composite Foundation under Embankments Based on Elastic Theory <\/td>\n<\/tr>\n
208<\/td>\nA Review of the Settlement of Stone Columns in Compressible Soils <\/td>\n<\/tr>\n
216<\/td>\nField Test and Numerical Analysis on Performance Upgrade of Existing Rockfall Protection Fence by Using High Energy Absorption Net <\/td>\n<\/tr>\n
223<\/td>\nNumerical Modelling for Ground Improvement of Batter Micropiles on Liquefiable Soils <\/td>\n<\/tr>\n
231<\/td>\nSlope Stability Analysis for Embankment on Wash Pond Sediments with Prefabricated Wick Drains and Staged Construction <\/td>\n<\/tr>\n
239<\/td>\nBridge Approach Settlements: Lessons Learned from Present Case Studies and Ground Improvement Solutions <\/td>\n<\/tr>\n
250<\/td>\nAnalysis of the Influence of Embankment Widening on Soft Ground with Differential Settlements on Pavement Structure <\/td>\n<\/tr>\n
260<\/td>\nImproving Reinforced Soil Performance Incorporating Vertical Reinforcement <\/td>\n<\/tr>\n
266<\/td>\nSafety Problem of Freezing Projects in Saline Soils <\/td>\n<\/tr>\n
274<\/td>\nLarge Scale Test on Improving Ultra Soft Soil Using Electro-Osmotic Method <\/td>\n<\/tr>\n
280<\/td>\nGeosynthetics
Finite Element Modeling of a Field-Scale Shored Mechanically Stabilized Earth Wall <\/td>\n<\/tr>\n
286<\/td>\nBearing Capacities of Geogrid-Reinforced Sand Bases under Static Loading <\/td>\n<\/tr>\n
293<\/td>\nPerformance Study of Geosynthetic Reinforced Soil Retaining Structures <\/td>\n<\/tr>\n
298<\/td>\nStability Analysis of Geobelt-Reinforced Cushion Foundations <\/td>\n<\/tr>\n
306<\/td>\nNoise Barriers by Steep Vegetated Walls Reinforced with Geosynthetics -An Economical Alternative? <\/td>\n<\/tr>\n
313<\/td>\nGeosynthetics and Pavement Life Cycle: An Analysis through the M-E PDG <\/td>\n<\/tr>\n
321<\/td>\nMechanical Behavior of Geosynthetic-Reinforced Soil Retaining Wall <\/td>\n<\/tr>\n
329<\/td>\n3D Parametric Study of Geosynthetic-Reinforced Column-Supported Embankments <\/td>\n<\/tr>\n
339<\/td>\nPrediction of Settlements of Geocell Reinforced Sand Foundations <\/td>\n<\/tr>\n
349<\/td>\nInvestigation of Tire Chips-Sand Mixtures As Preventive Measure against Liquefaction <\/td>\n<\/tr>\n
357<\/td>\nDesign Method for Flat Geotextile Tubes <\/td>\n<\/tr>\n
364<\/td>\nLaboratory Model Tests for a Strip Footing Supported on Geocell Reinforced Sand Bed <\/td>\n<\/tr>\n
372<\/td>\nMacro-Mesoscopic Study of the Interface between Sand and Geogrid <\/td>\n<\/tr>\n
378<\/td>\nTriaxial Compression and Extension Tests for Fiber-Reinforced Silty Sand <\/td>\n<\/tr>\n
388<\/td>\nIndexes
Author Index
A
B
C
D
E
F
G
H
I
J
K
L <\/td>\n<\/tr>\n
389<\/td>\nM
N
P
Q
R
S
T
U
V
W
X
Y
Z <\/td>\n<\/tr>\n
390<\/td>\nSubject Index
A
B
C
D
E
F
G
H
I
J
L
M <\/td>\n<\/tr>\n
391<\/td>\nN
O
P
R
S
T
V
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

Ground Improvement and Geosynthetic<\/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>\n391<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":78745,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-78744","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\/78744","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\/78745"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=78744"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=78744"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=78744"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}