DYNAMIC CENTRIFUGE MODEL TESTS ON SHEET PILE QUAY WALL STABILIZED BY SEA-SIDE GROUND IMPROVEMENT

机译：海面地基加固稳定板桩码头墙的动态离心模型试验

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Sea-side ground improvement is one of the techniques to increase seismic stability which will not interrupt the port-side activities during its execution. Centrifuge model shaking tests were conducted to investigate the dynamic response of sheet pile quay wall set on a thick clay deposit. An area at the sea-side adjacent to the quay wall was improved with cement-treated clay. Under 50 g centrifugal acceleration, the clay deposit was consolidated and four stages of shaking were applied to the quay wall. The recorded input-output accelerations, deflection of the quay wall, earth pressures along depth and pore pressures were used to evaluate the behavior of the stabilized sheet pile quay wall. The results of the study indicated that an improved area provides significant resistance against seismic load.

机译：改善海面地面是增加地震稳定性的技术之一，不会在执行过程中中断港口的活动。进行了离心模型振动试验，以研究厚粘土沉积层上设置的板桩码头墙的动力响应。水泥处理过的粘土改善了靠近码头墙的海边区域。在50 g离心加速度下，粘土沉积物被固结，并在码头壁上施加了四个阶段的振动。记录的输入输出加速度，码头壁的挠度，沿深度的土压力和孔隙压力被用于评估稳定的板桩码头壁的性能。研究结果表明，改进的区域可显着抵抗地震载荷。

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来源
《Sino-Japan Geotechnical Symposium November; 20071104-07; Chongqing(CN)》|2007年|P.269-277|共9页
会议地点 Chongqing(CN)
作者
M. R. A. KHAN; F. HAYANO; M. KITAZUME;
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作者单位

GHD Pty Ltd,239 Adelaide Terrace,Perth WA6000,Australia;

Civil Eng. Department, Yokohama National University, Yokohama, Japan;

Soil Stabilization Division, Port and Airpot Research Institute, 3-1-1 Nagase Yokosuka, 239-0826, Japan;

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原文格式 PDF
正文语种 eng
中图分类土力学、地基基础工程;
关键词
Centrifuge Model Test; Sheet Pile Quay Wall; Ground Improvement; Seismic Loading; Deep Mixing Method;

机译：离心机模型试验；板桩码头墙；地面改良；地震荷载；深层搅拌法;

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1. BEHAVIOR OF SHEET PILE QUAY WALL STABILIZED BY SEA-SIDE GROUND IMPROVEMENT IN DYNAMIC CENTRIFUGE TESTS [J] . M. Ruhul Amin Khan, Kimitoshi Hayano, Masaki Kitazume Soils and foundations . 2009,第2期

机译：在动态离心试验中通过海旁地面改进稳定板桩码头墙的行为
2. BEHAVIOR OF SHEET PILE QUAY WALL STABILIZED BY SEA-SIDE GROUND IMPROVEMENT IN DYNAMIC CENTRIFUGE TESTS [J] . KIMITOSHI HAYANO, M. RUHUL AMIN KHAN, MASAKI KITAZUME Soils and foundations . 2009,第2期

机译：在动态离心试验中通过海旁地面改进稳定板桩码头墙的行为
3. INVESTIGATION ON STATIC STABILITY OF SHEET PILE QUAY WALL IMPROVED BY CEMENT TREATED SEA-SIDE GROUND FROM CENTRIFUGE MODEL TESTS [J] . M. Ruhul Amin Khan, Kimitoshi Hayano, Masaki Kitazume Soils and foundations . 2008,第4期

机译：用离心模型试验研究水泥处理过的海侧地面对板桩码头墙的静态稳定性的影响
4. DYNAMIC CENTRIFUGE MODEL TESTS ON SHEET PILE QUAY WALL STABILIZED BY SEA-SIDE GROUND IMPROVEMENT [C] . M. R. A. KHAN, F. HAYANO, M. KITAZUME Sino-Japan Geotechnical Symposium . 2007

机译：动态离心机模型试验在海面接地改进时稳定的纸桩码头墙
5. Influence of ground improvement on settlement and liquefaction: A study based on field case history evidence and dynamic geotechnical centrifuge tests. [D] . Hausler, Elizabeth Ann. 2002

机译：地面改良对沉降和液化的影响：基于现场案例历史证据和动态岩土离心试验的研究。
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

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8. Centrifugal Testing of Model Piles and Pile Groups. Vol. 2. Centrifuge Tests in Sand [R] . Monzoori, M. , Atkinson, R. H. , Ko, H. Y. , 1984

机译：模型桩和群桩的离心试验。卷。 2.在沙子中进行离心试验

DYNAMIC CENTRIFUGE MODEL TESTS ON SHEET PILE QUAY WALL STABILIZED BY SEA-SIDE GROUND IMPROVEMENT

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