徐州市棠张镇饱和粉土液化性能试验研究   总被引：8，自引：2，他引：6  

景立平  崔杰  李立云  郑志华 《地震工程与工程振动》2004,24(6):160-164

徐州市棠张镇高速铁路路基的粉土粘粒含量少于1．5％、粉粒含量约为80％,在强烈地震作用下存在着液化可能性,为了分析该路基粉土的液化特性,进行了多组振动三轴液化试验。对试验结果进行分析发现,该地区的粉土振动孔压发展模式与Seed提出的用反正弦三角函数拟合的砂十振动孔压发展模式不同,可以用双曲线进行拟合。采用最大往返剪切作用面上的应力条件确定了该地区的孔压发展模式的拟合参数,为该地区粉土地震液化动力计算分析提供了所需的地震孔隙水压力增长模型。同时,本文指出粉土的密度和结构是振动孔压发展的重要影响因素。  相似文献   

高压喷射注浆技术在白龟山水库顺河坝防渗墙围井试验中的应用     

石长青 《地质与勘探》2004,40(3):101-104

本次围井高喷试验,选用三重管摆喷法处理方案,施工采用两序施工方法.砼墙体连续均匀,孔与孔之间连接较好,其防渗、强度、厚度均能满足设计要求.  相似文献   

从江汉叠合盆地构造形变特征看华南与华北陆块的拼贴过程   总被引：29，自引：8，他引：21       下载免费PDF全文

徐政语  林舸  刘池阳  王岳军  郭锋 《地质科学》2004,39(2):284-295

构造解析表明,现今观察到的中扬子地区中部江汉叠合盆地主体构造格架面貌大体形成于印支 早燕山碰撞造山期;其中,主造山初期前陆盆地发育阶段,盆区东、西部构造形变差异明显,晚期经调整而渐趋平衡,由此显现华南与华北两大陆块在碰撞造山过程中可能先后经历了早期点状接触与陆间斜向俯冲和晚期线状接触与陆内俯冲两个发展阶段。晚燕山期以来,盆地裂陷阶段构造格架的分区发育与右行旋转特点,证明中扬子地区曾发生过双向伸展和构造旋转作用,暗示晚燕山 早喜马拉雅期华南与华北两大陆块可能处于逐渐焊合的过程,研究区总体处于造山后陆内应力场调整阶段。盆地坳陷期发育阶段山盆非耦合面貌及壳幔“立交桥”式结构特征展示晚喜马拉雅期以来叠合盆地南、北边缘造山带已进入去根与裂解过程中。  相似文献   

塔里木北部地区北北西向构造变换带特征及对石油勘探的启示   总被引：18，自引：12，他引：6       下载免费PDF全文

邬光辉  郑多明 《地质科学》2004,39(4):551-560

库车油气系统发育近东西方向的线性构造,同时在横向上存在起调节作用的构造变换带,如塔拉克-喀拉玉尔衮一线即为一复杂的大型构造变换带.该构造带总体上为北北西向,由多个斜列的北西向背斜带组成,对盆地的构造样式沿构造线走向发生的变化起着重要的调节作用.分析认为西秋里塔格构造带是在早期北西向构造基础之上,受晚第三纪时期前陆地区由北向南的挤压作用形成的构造变换带,盐岩层及其相应的构造变形对该变换带的形成有重要影响.西秋里塔格构造变换带有利于石油运聚成藏,其南部有古构造背景、晚期无大规模气侵的圈闭是寻找石油的有利方向.  相似文献   

新疆库车地区秋里塔格构造带成因分析   总被引：14，自引：4，他引：10       下载免费PDF全文

齐英敏  苗继军  马全天  吴建国  张国伟  叶林  李毓丰  桑洪 《地质科学》2004,39(4):561-570

秋里塔格构造带位于库车前陆逆冲带前锋,区域构造位置介于库车坳陷三叠-侏罗系烃源岩生排烃中心与塔北前缘隆起带之间,第三系广泛分布两套膏盐岩层,发育多套储盖组合和复杂的构造样式,石油地质条件非常优越.本文在分析3个区带的变形特征基础上,探讨了盐上层和盐下层的构造成因,认为盐上层的构造成因与盐层的流动性有关,西段变形比东段强烈;盐下层构造成因东、西差异较大,东段与盐层的塑性变形无关,西段则受其影响.  相似文献   

Stability Study of a Tide Embankment Subjected to Sea Level Variations Using Centrifugal Model Tests     

Chung-Won Lee  Yong-Sun Yoon  Dong-Su Chang  Yun Wook Choo  Min-Chul Jung 《Marine Georesources & Geotechnology》2013,31(5):376-390

To investigate the behavior of dredged-sea-sand fill compacted inside tide embankments with a damaged geosynthetic mat, centrifugal model tests and numerical simulation were conducted, both considering variations in sea level. The results from the three centrifugal model tests demonstrate that the subsidence of the dredged-sea-sand fill inside tide embankments with a damaged geosynthetic mat was strongly affected by the loss of dredged-sea-sand into the filter layers with large particles and a decrease in the bearing capacity of the filter layers with small particles. In addition, a comparison of the test and simulation results confirms that the loss of sand into the filter layer and the subsidence of the dredged-sea-sand fill were well reproduced by the numerical simulation.  相似文献   

Evaluation of Liquefaction Potential Index Along Western Coast of South Korea Using SPT and CPT     

Min-Woo Seo  Scott M. Olson  Myoung-Hak Oh 《Marine Georesources & Geotechnology》2013,31(3):234-260

For South Korea, liquefaction potential along the western coast has not been widely assessed because South Korea is considered to be a low seismic hazard. However, recent earthquake events and historical records indicate that the seismic hazard of South Korea should not be ignored. Moreover, as artificial fills are extensively used along the western coast for development, liquefaction evaluation of the soils in this area is necessary. In this paper, we present: (1) the seismic characteristics of the study area; (2) procedures for evaluating liquefaction potential, focusing on the liquefaction potential index (LPI) approach; and (3) LPI distributions at several representative locations along the western coast of South Korea under various seismic scenarios. The liquefaction potential index represents the liquefaction potential over the upper 20 m of a boring or sounding. Using cone penetration test (CPT) and standard penetration test (SPT) data from two coastal sites, we compare and discuss CPT-based and SPT-based LPI values, particularly values computed in nonplastic, silt-rich soils. In these soils, it appears that the CPT yields lower liquefaction resistance, resulting in large LPI values. Finally, discussion and suggestions are provided for CPT- and SPT-based liquefaction assessment of low plasticity and high fines content soils.  相似文献   

Comparison of vane shear and fall cone strengths of soft marine clay     

Tiesong Lu  William R. Bryant 《Marine Georesources & Geotechnology》2013,31(1):67-82

A total of 1,014 measures of sediment shear strengths were measured by means of miniature vane shear and fall cone tests on five gravity cores collected in Eckernfo‐erde Bay, Baltic Sea. Paired t test was used to compare the shear strengths measured by the two methods. It was found that fall cone strength calculated with Wood's K₆₀value (0.29) overestimates the vane shear strength by 0.15 kPa (a = 0.001) and the sample mean of the fall cone strength is 4.1% higher than the mean of the vane shear strength. However, fall cone strength calculated with Hansbo's K₆₀ value (0.24) underestimates the vane shear strength by 0.88 kPa (a = 0.001), and the sample mean of the fall cone strength is 13.8% less than the mean of the vane shear strength. Both calculated fall cone strengths are significantly different from the vane shear strength, with a p value of less than 0.001. Regression analysis of the Echernfoerde Bay data indicates that a new K₆₀ value is 0.275 with a confidence interval (a = 0.01) from 0.2704 to 0.2786. Paired t test shows that there is no significant difference between miniature vane shear and fall cone tests for these samples if the fall cone strength is calculated with K₆₀ = 0.275.  相似文献   

烟台海域海岛自动站大风对比试验   总被引：2，自引：0，他引：2  

林曲凤  李刚  张孝峰  姜俊玲  于善娟 《海洋预报》2013,30(4)

烟台北部面临黄、渤海,海岛自动站分布众多.我们发现,在同一大风过程中,各海岛自动站的风速、风向因为海拔高度、周围地形影响、下垫面摩擦的不同造成明显差异.本文主要以长岛作为渤海海峡大风的代表站,以崆峒岛和芝罘岛作为烟台北部沿海海域大风的代表站,利用便携自动站的观测数据近似代表海面大风的实况,与代表站进行大风的对比试验,对比试验的数据均采用指数廓线公式订正到海面10m高度.分析了三个海岛自动站的不同风向下的海面大风的实际代表性,并给出不同风向下的大风订正值.  相似文献   

Application of High Energy Dynamic Compaction in Coastal Reclamation Areas     

Shi-Jin Feng  Wei-Hou Shui  Li-Ya Gao  Li-Jun He 《Marine Georesources & Geotechnology》2013,31(2):130-142

High energy dynamic compaction (HEDC) is adopted in a coastal reclamation area because the grain size of backfilled soil mostly ranges between 20 cm and 100 cm. The in situ tests for evaluating the effectiveness of HEDC were performed on the backfilled soil ground. The crater depth per drop and the whole test zone elevations before and after HEDC were measured and analyzed. Dynamic penetration tests and spectral analysis of surface wave (SASW) tests were used for investigating the improvement depth. Furthermore, the allowable bearing capacity of HEDC treated ground was determined based on the results of plate-load tests. It was found that HEDC did not cause the ground surface heave during construction, and was more effective than low energy dynamic compaction (LEDC) in terms of applied energy utilization. Based on the test results, the improvement depth of HEDC at this site was not less than 14 m, and there was no obvious weak layer within the range of improvement depth. The allowable bearing capacities were larger than 160 kPa. The investigation results indicate that the HEDC technique is an effective way for improving backfilled coarse-grained soil in coastal reclamation areas. This technique helps to achieve both greater improvement depths and higher ground bearing capacities as compared with LEDC.  相似文献