Records of Indosinian Orogenesis in Lhasa Terrane, Tibet     

Li Huaqi  Xu Zhiqin  Yang Jingsui  Cai Zhihui  Chen Songyong  Tang Zemin 《中国地质大学学报(英文版)》2009,20(2)

Based on the deformation characteristics of the ductile shear zones in Sumdo (松多) Group, the quartz fabric by EBSD (electron backscatter diffraction), the data of muscovite 40Ar-39Ar geochronology (220-230 Ma) from ductile shear zones and the zircon SHRIMP U-Pb chronology (190 Ma) of granites in Snmdo region, Lhasa (拉萨) terrane is thought to have experienced an important Indosinian orogenic event at 220-230 Ma, which caused the closure of the paleo-Tethys Ocean along the tectonic zone of eclogite and the collision between northern part and southern part of the Lhasa terrane. The zircon SHRIMP U-Pb chronology of 190 Ma for biotite adamellite, with the distributing characteristics of the granite massif intruding in Sumdo Group, indicates that the biotite adamellitc should be the late orogenic or post-orogenic granite resulting from the lndosinian orogenesis. The discovery of Indosinian orogenic belt in Lhasa terrane expansed the southern boundary of lndosinian orogenic belt in Qinghai (青海)-Tibet plateau to Lhasa terrane from Qiangtang (羌塘) terrane, which changed the understanding about the distribution of Indosinian orogenic belt in Qinghai-Tibet plateau and extended the "T" type lndosinian orogenic belt in China. The study is very important for the formation and distribution of paleo-Tethys Ocean in Tibet. The ancient terrane framework and evolution of Qinghai-Tibet plateau need further research.  相似文献   

梯队式变刚度滞变-摩擦隔震体系的抗震设计方法     

马玉宏  赵桂峰  王焕定 《地震工程与工程振动》2004,24(5):79-83

首先,在简述已有隔震体系抗震设计方法的基础上,分析了滞变一摩擦隔震体系各种因素对基底剪力的影响;然后,通过大量仿真分析,采用多项式回归的方法提出了与规范衔接的水平地震作用的计算公式;最后,提出了梯队式变刚度滞变一摩擦隔震体系的抗震设计方法,并通过工程实例验证了方法的有效性。  相似文献   

碳纤维布加固钢筋混凝土柱的剪力-位移关系及其破坏位移增大系数分析     

吴波  王维俊  王帆 《地震工程与工程振动》2004,24(5):141-148

编制了碳纤维布加固钢筋混凝土柱的剪力-位移关系全过程分析程序,通过对多种工况下碳纤维布加固钢筋混凝土柱的剪力-位移关系进行大量计算分析,较全面地探讨了碳纤维布配箍特征值、轴压比、剪跨比、箍筋配箍特征值、纵筋配筋率、混凝土强度等参数对碳纤维布加固钢筋混凝土柱的剪力-位移关系及其破坏位移增大系数的影响。在此基础上,给出了碳纤维布加固钢筋混凝土柱破坏位移增大系数的回归计算公式,统计建立了碳纤维布加固钢筋混凝土柱的剪力-位移关系三折线模型中各无量纲特征参数的确定方法。  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   

Estimation of Residual Undrained Shear Strength from Gravity Corer Penetration Data     

Chaitanya Vardhan 《Marine Georesources & Geotechnology》2013,31(4):305-316

Residual undrained shear strength, s _{u_res} , is an important parameter for analyzing the response of structures buried within potentially unstable soil mass. A framework for estimating s _{u_res} of fine grained sediments from gravity corer penetration has been developed considering viscous drag during free fall of the corer through seawater and cohesive energy loss during sediment penetration. The procedure was used to estimate s _{u_res} using data from a submarine geotechnical investigation in western Canada. Comparison of the results with alternative estimates of s _{u_res} from miniature torvane tests on the gravity core samples and CPTs performed nearby reveals a reasonable agreement.  相似文献   

亚洲夏季风各子系统主要变率相互关系初析   总被引：1，自引：0，他引：1  

吴进  何金海  张祖强  祁莉 《热带气象学报》2011,(5):619-625

使用NCEP/NCAR再分析资料和CMAP月平均降水资料分析了亚洲夏季风各个子系统的相互关系。结果表明亚洲夏季风子系统之间存在显著相关。从同期强度变化可知,当东亚季风偏强时,大尺度亚洲季风、东南亚季风、南亚季风均偏弱,相关区域降水偏少;而同时大尺度亚洲季风偏强时,东南亚和南亚季风偏强,相关区域降水偏多;东南亚季风偏强时,南亚季风偏弱,南亚地区降水偏少;反之亦然。从不同周期强度变化可知各个子系统相关仍然显著。   相似文献   

Numerical Simulation of Rainfall-induced Xianchi Reservoir Landslide in Yunyang, Chongqing, China     

YAN Jinkai  MA Yan  LIU Lei  WANG Zhihui  REN Tianxiang 《《地质学报》英文版》2024,98(2):505-517

A calamitous landslide happened at 22:00 on September 1, 2014 in the Yunyang area of Chongqing City, southwest China, enforcing the evacuation of 508 people and damaging 23 buildings. The landslide volume comprised 1.44 million m3 of material in the source area and 0.4 million m3 of shoveled material. The debris flow runout extended 400 m vertically and 1600 m horizontally. The Xianchi reservoir landslide event has been investigated as follows: (1) samples collected from the main body of landslide were carried out using GCTS ring shear apparatus; (2) the parameters of shear and pore water pressure have been measured; and (3) the post-failure characteristics of landslide have been analyzed using the numerical simulation method. The excess pore-water pressure and erosion in the motion path are considered to be the key reasons for the long-runout motion and the scale-up of landslides, such as that at Xianchi, were caused by the heavy rainfall. The aim of this paper is to acquired numerical parameters and the basic resistance model, which is beneficial to improve simulation accuracy for hazard assessment for similar to potentially dangerous hillslopes in China and elsewhere.  相似文献   

基于强度参数演化行为的岩石峰后应力-应变关系研究   总被引：4，自引：0，他引：4  

韩建新  李术才  李树忱  杨为民  汪雷 《岩土力学》2013,34(2):342-346

基于岩石材料峰后强度参数的演化行为,结合强度准则,提出了建立峰后应力-应变关系的一般方法。在此基础上,基于摩尔-库仑强度准则,以最大主应变 作为应变软化参数,假设黏聚力 ,内摩擦角 为主应变 的分段线性函数条件下,给出了岩石材料的峰后应力-应变关系式的求法。在数值算例中,利用提出的方法,给出了大理岩在不同围压下的应力-应变曲线,算例显示,利用这一方法求得的峰后应力-应变关系曲线变化趋势与试验数据基本一致,表明该方法在研究峰后应力-应变关系上具有一定的合理性。  相似文献   

处置库污泥工程特性测试研究   总被引：5，自引：0，他引：5  

冯源  罗小勇  林伟岸  詹良通  柯瀚  陈云敏 《岩土力学》2013,34(1):115-122

对某填埋场污泥库中取样的污泥进行了岩土工程特性测试,包括有机质含量、含水率、界限含水率、颗粒级配、渗透系数、压缩固结特性及抗剪强度等。试验结果表明,与常规淤泥相比,污泥库中经一段时间降解后污泥有机质含量及含水率较高,平均值分别为45%和520%;污泥在历时2 a的生物降解作用下,污泥含水率、有机质含量沿深度呈较为明显的减少趋势;污泥具有极高的压缩性,压缩系数a100-200高达7 MPa-1;污泥的固结表现为非线性大变形特性,其固结系数在10-5～10-6 cm2/s,比淤泥低1～2个数量级,固结系数随压力的增加而显著减少;污泥的抗剪强度参数较小,其黏聚力为0,内摩擦角为14.7°。有机质含量高是污泥高含水率、高液塑性指数、高压缩性,低渗透性、低固结系数及低抗剪强度的本质原因。以上成果可为污泥库的固化处置、稳定分析等提供必要的参数。  相似文献   

重塑硅藻土抗剪强度的环剪试验研究   总被引：1，自引：0，他引：1  

郭长宝  张永双  孟庆伟  郑光  李海华 《岩土力学》2013,34(1):109-114

硅藻土是一种强结构性土,具有密度小、孔隙大、干燥土块吸水率高等特点。天然硅藻土的抗剪强度大,但在外界扰动或风化后,结构性强度丧失,易发生滑坡等斜坡变形破坏现象,因此,研究其在大变形下的力学性质很有必要。利用环剪仪可以研究土体在较大剪切位移条件下抗剪强度变化规律,对重塑硅藻土进行环剪试验研究,得到了不同竖向压力下的应力-位移曲线,认为重塑硅藻土为典型的应变软化型土;根据测试结果得到了重塑硅藻土的抗剪强度和残余强度,并从物质组成和微观结构特征方面对重塑硅藻土的力学性质进行了分析,为硅藻土滑坡的成因分析和灾害防治提供了依据。  相似文献