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Behavior of earth retaining wall with strut-type soil improvement in soft ground

机译：地球挡土墙与柔软地面型土壤改善的行为

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Takao KONO; Masamichi AOKI; Eiji SATO; Masao MARUOKA;
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年度 2007
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1. Behavior of Rigid-Faced Reinforced Soil-Retaining Walls Subjected to Different Earthquake Ground Motions [J] . Krishna A. Murali, Bhattacharjee Arup International journal of geomechanics . 2017,第1期

机译：地震作用下刚性面加筋土挡墙的性状
2. Creep behaviors and constitutive model for high density polyethylene geogrid and its application to reinforced soil retaining wall on soft soil foundation [J] . Zou Chao, Wang Yimin, Lin Junyong, Construction and Building Materials . 2016,第jula1期

机译：高密度聚乙烯土工格栅蠕变行为与本构模型及其在软土地基加筋土挡墙上的应用
3. Lateral Load Distribution On An Earth Retaining Wall For Excavation In Soft Ground, As Studied From Recorded Deformation (Part 2 Lateral load distribution accumulated during excavation) [J] . Satoru Kazama 日本建築学会构造系論文集 . 2000,第532期

机译：根据记录的变形研究，在软土中开挖的挡土墙上的侧向载荷分布（第2部分，在开挖过程中累积的侧向载荷分布）
4. Behavior of Earth Retaining Structures with Wall-type Soil Improvement [C] . International symposium on geotechnical aspects of underground construction in soft ground . 2009

机译：壁式土壤改善地球挡土区的行为
5. Seismic Earth Pressures on Retaining Structures and Basement Walls in Cohesionless Soils. [D] . Geraili Mikola, Roozbeh. 2012

机译：无粘性土壤中挡土结构和地下室墙的地震土压力。
6. Examination of the Behavior of Gravity Quay Wall against Liquefaction under the Effect of Wall Width and Soil Improvement [O] . Ali Akbar Firoozi, Mohd Raihan Taha, S. M. Mir Moammad Hosseini, -1

机译：墙宽和土壤改良对重力码头墙液化行为的影响
7. PREDICTION ON BEHAVIOR OF BRACED WALL EXCAVATION WITH FLOATING TYPE EARTH RETAINING WALL IN SOFT GROUND [O] . Hitoshi SAKO, Jiro TAKEMURA, Kotaro MIMURA, 2002

机译：软土地带浮式地球挡土墙支撑壁挖掘行为预测
8. Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design andConstruction Guidelines. Participants Manual. FHWA Demonstration Project 82. Ground Improvement [R] . Elias, V., Christopher, B. R. 1996

机译：机械稳定的土墙和加筋土坡设计和施工指南。参与者手册。 FHWa示范项目82.地面改善

Behavior of earth retaining wall with strut-type soil improvement in soft ground

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