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Investigation of the seismic behavior of grouted sandy gravel foundations using shaking table tests

Tiancheng WANG; Yu LIANG; Xiaoyong ZHANG; Zhihuan RUAN; Guoxiong MEI

《结构与土木工程前沿（英文）》 2022年第16卷第9期页码 1196-1211 doi: 10.1007/s11709-022-0865-6

摘要： Sandy gravel foundations exhibit non-linear dynamic behavior when subjected to strong ground motions, which can have amplification effects on superstructures and can reveal insufficient lateral resistance of foundations. Grouting methods can be used to improve the seismic performance of natural sandy gravel foundations. The strength and stiffness of grouted sandy gravel foundations are different from those of natural foundations, which have unknown earthquake resistance. Few studies have investigated the seismic behavior of sandy gravel foundations before and after grouting. In this study, two shaking table tests were performed to evaluate the effect of grouting reinforcement on seismic performance. The natural frequency, acceleration amplification effect, lateral displacement, and vertical settlement of the non-grouted and grouted sandy gravel foundations were measured and compared. Additionally, the dynamic stress-strain relationships of the two foundations were obtained by a linear inversion method to evaluate the seismic energy dissipation. The test results indicated that the acceleration amplification, lateral displacement amplitude, and vertical settlement of the grouted sandy gravel foundation were lower than that of the non-grouted foundation under low-intensity earthquakes. However, a contrasting result was observed under high-intensity earthquakes. This demonstrated that different grouting reinforcement strategies are required for different sandy gravel foundations. In addition, the dynamic stress-strain relationship of the two foundations exhibited two different energy dissipation mechanisms. The results provide insights relating to the development of foundations for relevant engineering sites and to the dynamic behavior of grouted foundations prior to investigating soil-structure interaction problems.

关键词： sandy gravel foundation grouting-treated reinforcement shaking table test seismic behavior

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富水砂卵石地层盾构隧道施工泥浆的研究与应用

邓亨义,徐雪莹,陈明娟

《中国工程科学》 2010年第12卷第12期页码 79-82

摘要：

针对北京站至北京西站地下直径线工程泥水盾构施工，通过对泥浆性能研制的配比试验，提出了砂卵石条件下的最佳泥浆配比，提高并改善了泥浆的成形质量与速度，确保了环境要求。对类似工程有一定的借鉴作用。

关键词：泥水盾构砂卵石地层泥浆配合比

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富水砂卵石地层大直径泥水盾构施工地表沉降规律

赵宝华,胡曦波,张兵,李文俊

《中国工程科学》 2010年第12卷第12期页码 94-97

摘要：

北京地下直径线工程位于富水砂卵石地层中，穿越诸多建（构）筑物。通过实际监测结果分析，总结掘进参数与地表沉降之间的规律及隧道周围重要建筑物的变形规律，经与类似工程比较后发现本工程在变形控制上有很大的成效。

关键词：富水砂卵石大直径泥水盾构沉降规律

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大埋深富水砂卵石地层泥水盾构带压换刀及动火焊接技术

程明亮,何峰,吕传田

《中国工程科学》 2010年第12卷第12期页码 46-50

摘要：

通过北京铁路地下直径线工程盾构施工实践经验，总结了大埋深富水砂卵石地层泥水盾构施工中带压换刀技术以及特殊情况下的带压动火焊接技术。带压换刀的技术主要有两个方面:一是选择合理换刀地点及进舱工作压力，保证掌子面土体的稳定；二是进行开挖舱高浓度泥浆的置换和中盾高浓度泥浆的注入，有效地防止了气体的逃逸。在施工中成功实现了带压进舱250余次，工作压力从0.9 bar (1 bar=100 kPa)增加到2.8 bar，未发生任何安全事故。

关键词：泥水盾构砂卵石地层富水地层带压换刀焊接

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富水砂卵石地层中大直径泥水盾构同步注浆技术

张长强,翟志国,陈明娟,金仲祥

《中国工程科学》 2010年第12卷第12期页码 75-78

摘要：

通过统计分析盾构掘进相关技术资料，综合考虑富水砂卵石地层中泥水盾构掘进参数、泥浆参数、盾构姿态、地层变形机理等信息，确定泥水盾构在砂卵石地层中掘进时，同步注浆主要技术参数间的经验公式，指导类似工程施工。

关键词：砂卵石地层泥水盾构同步注浆施工技术

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城市富水砂卵石地层大断面隧道浅埋暗挖工法研究

唐国荣,刘招伟,李建华

《中国工程科学》 2010年第12卷第12期页码 98-102

摘要：

针对北京富水砂卵石地层大断面隧道地层稳定性差、工程周边环境复杂、对沉降控制要求高等诸多难题，在大断面隧道中采用CRD法、洞桩法进行施工，有效控制了工程结构、沿线及周围建筑物和地下管线的变形，确保了工程及周围环境的安全。

关键词：砂卵石地层大断面 CRD法洞桩法隧道施工

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Model test of stone columns as liquefaction countermeasure in sandy soils

Mengfei QU,Qiang XIE,Xinwen CAO,Wen ZHAO,Jianjun HE,Jiang JIN

《结构与土木工程前沿（英文）》 2016年第10卷第4期页码 481-487 doi: 10.1007/s11709-016-0355-9

摘要： The shaking table model test was conducted to investigate earthquake resistant behavior of stone columns under the intensity of an earthquake resistance of buildings is VIII. The test results show that when acceleration is less than 0.20 g, composite foundation is not liquefied, settlement is also small and pile dislocation is not observed; when acceleration is 0.3g, ground outside embankment’s slope toe is liquefied and ground within stone column composite foundation is not. It is suggesting that reinforcement scale of stone column foundation should be widened properly. The designed stone column composite foundation meets the requirements for seismic resistance.

关键词： stone column composite foundation seismic liquefaction shaking table test

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Assessment of glass fiber-reinforced polyester pipe powder in soil improvement

《结构与土木工程前沿（英文）》 2021年第15卷第3期页码 742-753 doi: 10.1007/s11709-021-0732-x

摘要： This study investigates the use of glass fiber-reinforced polyester (GRP) pipe powder (PP) for improving the bearing capacity of sandy soils. After a series of direct share tests, the optimum PP addition for improving the bearing capacity of soils was found to be 12%. Then, using the optimum PP addition, the bearing capacity of the soil was estimated through a series of loading tests on a shallow foundation model placed in a test box. The bearing capacity of sandy soil was improved by up to 30.7%. The ratio of the depth of the PP-reinforced soil to the diameter of the foundation model (H/D) of 1.25 could sufficiently strengthen sandy soil when the optimum PP ratio was used. Microstructural analyses showed that the increase in the bearing capacity can be attributed to the chopped fibers in the PP and their multiaxial distribution in the soil. Besides improving the engineering properties of soils, using PP as an additive in soils would reduce the accumulation of the industrial waste, thus providing a twofold benefit.

关键词： shallow foundation sandy soil bearing capacity soil improvement pipe powder

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北京铁路地下直径线盾构始发技术

吕传田,翟志国,苏清贵

《中国工程科学》 2010年第12卷第12期页码 59-64

摘要：

通过对北京地下直径线工程采用的直径Ø12.04 m泥水平衡盾构机始发竖井及盾构始发施工的介绍，总结了在城市繁华地段、富水砂砾石地质条件下，大直径泥水盾构始发施工的一些关键技术。

关键词：城市富水砂卵石大直径泥水盾构始发

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城市富水砂卵石地层大断面泥水盾构工艺参数变化对施工成本的影响

王颖

《中国工程科学》 2010年第12卷第12期页码 108-112

摘要：

以北京铁路地下直径线盾构隧道施工为例，介绍了不同工程地质及施工边界条件变化时的工艺参数选择原则，并通过对工艺参数调整时的施工效率、机具材料消耗统计，分析了成本的差异及变化。

关键词：盾构施工工艺参数经济分析

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砂卵石条件下泥水分离技术研究与应用

王广余,孙善辉,苏清贵

《中国工程科学》 2010年第12卷第12期页码 41-45

摘要：

通过北京铁路北京站至北京西站地下直径线工程泥水处理系统的研究与应用实践经验，总结了城市繁华地段砂卵石条件下大直径盾构泥水分离应用技术，希望对类似工程有借鉴作用。

关键词：泥水盾构泥水分离压滤

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Research review of the cement sand and gravel (CSG) dam

Xin CAI, Yingli WU, Xingwen GUO, Yu MING

《结构与土木工程前沿（英文）》 2012年第6卷第1期页码 19-24 doi: 10.1007/s11709-012-0145-y

摘要： The cement sand and gravel (CSG) dam is a new style of dam that owes the advantages both of the concrete faced rock-fill dam (CRFD) and roller compacted concrete (RCC) gravity dam, because of which it has attracted much attention of experts home and abroad. At present, some researches on physic-mechanical property of CSG material and work behavior of CSG dam have been done. This paper introduces the development and characteristics of CSG dam systematically, and summarizes the progress of the study on basic tests, constitutive relation of CSG material and numerical analysis of CSG dam, in addition, indicates research and application aspect of the dam.

关键词： cement sand and gravel (CSG) dam cement sand and gravel (CSG) material research review

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Driving mechanisms of desertification process in the Horqin Sandy Land-a case study in Zhalute Banner

TANG Haiping, CHEN Yufu, LI Xinyu

《环境科学与工程前沿（英文）》 2008年第2卷第4期页码 487-493 doi: 10.1007/s11783-008-0061-5

摘要： Both natural and human factors contributing to desertification were examined to understand the driving mechanisms of the desertification process in Zhalute Banner, Inner Mongolia of China. The coefficient of variation () and climate departure index () were calculated to examine the fluctuations and trends of inter-annual variations of temperature and precipitation; TM remote sensing data was extracted to obtain the sandy land area; linear regression analysis was used to analyze climate changes and the socio-economic evolution over the years, and it was also used to standardize the variables, which included annual temperature, annual precipitation, human population, and livestock number, in order to measure the difference in the rate of change between climate and anthropogenic factors. The results showed that there was a rise of about 1.6°C in temperature but no significant change in precipitation from 1961 to 2000, which indicated a short-term climatic trend toward aridity in this area, a condition necessary for desertification. The fraction of precipitation in spring tended to increase whilst the fraction in autumn and winter decreased. Both the human population and livestock population had tripled and the cultivated area had doubled from 1961 to 2000, suggesting that socio-economic factors might have contributed more significantly to the desertification. Between 1988 and 1997, the sandy land area increased by 12.5%, nearly 2.4 times in the farming section. It could be concluded that the driving mechanisms of the desertification processes in Zhalute banner are mainly the policy of cropland expansion and the rising populations of humans and their livestock, which has affected the land use pattern in the past decades.

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Evaluation of the stability of terraced slopes in clayey gravel soil using a novel numerical technique

《结构与土木工程前沿（英文）》 2023年第17卷第5期页码 796-811 doi: 10.1007/s11709-023-0922-9

摘要： Conventional geotechnical software limits the use of the strength reduction method (SRM) based on the Mohr–Coulomb failure criterion to analyze the slope safety factor (SF). The use of this constitutive model is impractical for predicting the behavior of all soil types. In the present study, an innovative numerical technique based on SRM was developed to determine SF using the finite element method and considering the extended Cam–clay constitutive model for clayey gravel soil as opposed to the Mohr–Coulomb model. In this regard, a novel user subroutine code was employed in ABAQUS to reduce the stabilizing forces to determine the failure surfaces and resist and drive shear stresses on a slope. After validating the proposed technique, it was employed to investigate the performance of terraced slopes in the context of a case study. The impacts of geometric parameters and different water table elevations on the SF were examined. The results indicated that an increase in the upper and lower slope heights led to a decrease in SF, and a slight increase in the horizontal offset led to an increase in the SF. Moreover, when the water table elevation was lower than the toe of the terraced slope, the SF increased because of the increase in the uplift force as a resistant component.

关键词： terraced slope safety factor finite element method ABAQUS extended Cam–clay

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Effect of soil crust on evaporation and dew deposition in Mu Us sandy land, China

SUN Yongliang, LI Xiaoyan, XU Heye, YANG Zhipeng, TANG Jia, ZHANG Xiaoying

《环境科学与工程前沿（英文）》 2008年第2卷第4期页码 480-486 doi: 10.1007/s11783-008-0034-8

摘要： The development of soil crust on sandy land may affect the surface hydrological process. This paper investigates the process of evaporation and dew deposition influenced by different soil surface types which were dominated by sand, primitive biotic crust, and advanced biotic crust, respectively, in the south fringe of Mu Us sandy land in Northwest China from July to September of 2006. The experimental results indicate that the advanced biotic crust could increase evaporation and dew deposition compared to the primitive biotic crust and bare sand although the differences between them were not significant. The average evaporation from advanced biotic crust, primitive biotic crust and sand was 6.8, 6.6, and 6.5 mm/d, respectively, and water content is around 16.2 % in the condition of initially identical soil. The average dew amount on advanced biotic crust was 0.116 mm/d with extreme 0.05 and 0.24 mm/d. The average values on primitive biotic crust and sand were 0.105 and 0.101 mm/d, respectively, with extreme 0.04 and 0.21 mm/d for both treatments. Also, the dew deposition on advanced biotic crust seemed stable and might rest for a longer time than that on primitive biotic crust and sand. The results suggest that the advanced biotic crust possibly facilitates evaporation and dew deposition. Therefore, the development of biotic crust may potentially enhance the hydrological circulation in the upper sand layer in sandy land.

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标题作者时间类型操作

Investigation of the seismic behavior of grouted sandy gravel foundations using shaking table tests

Tiancheng WANG; Yu LIANG; Xiaoyong ZHANG; Zhihuan RUAN; Guoxiong MEI

期刊论文

富水砂卵石地层盾构隧道施工泥浆的研究与应用

邓亨义,徐雪莹,陈明娟

期刊论文

富水砂卵石地层大直径泥水盾构施工地表沉降规律

赵宝华,胡曦波,张兵,李文俊

期刊论文

大埋深富水砂卵石地层泥水盾构带压换刀及动火焊接技术