包体模型应力集中的定量研究

本采用二维弹性介质圆形包体模型,运用连续介和学理论求解出包体内外的应力场、位移场、平均应力、最大剪应力以及能量密度的解析解,从而讨论了硬、软件包体的应力集中特征;     

软土含砾地层斜孔成孔方法探讨

在锚固工程成孔中，软土含砾地层成孔困难，钻进效率低，效率效益差，针对这种情况分析了地层特点和采用不同成孔方法施工存在的问题，找出了一种比较适应的钻进成孔方法，并通过生产实践证明效果较佳，为软土含砾地层倾斜孔成孔提供了一种新方法。     

深层搅拌法加固软土地基

结合天津市审计署宿舍楼地基加固的工程实例，较详细地介绍了水泥土深层搅拌桩的设计计算及施工技术。     

土工格栅加固道路软基的试验研究

通过室内模型试验，对土工格栅加固道路软土地基的效果及机理进行了研究。除测出４种不同试验条件下基底压力与地基沉降的关系曲线外，还用读数显微镜精确观测了软土地基的位移场，并对试验结果作了初步分析，揭示了土工格栅能有效加固道路软基的某些机理。     

软地层中斜拉群锚特性的研究

为了研究上海地区土层锚杆的群锚效应，本文以明德林（Ｍｉｎｄｌｉｎ）解为基础，通过引用根据试验所得的锚杆非线性传递函数，对软地层中斜拉锚杆的长度、间距、入土深度、压浆等因素对群锚效应的影响进行了探讨，得出一些有价值的结果。     

Large earthquakes in the macquarie ridge complex: Transitional tectonics and subduction initiation

While most aspects of subduction have been extensively studied, the process of subduction initiation lacks an observational foundation. The Macquarie Ridge complex (MRC) forms the Pacific-Australia plate boundary between New Zealand to the north and the Pacific-Australia-Antarctica triple junction to the south. The MRC consists of alternating troughs and rises and is characterized by a transitional tectonic environment in which subduction initiation presently occurs. There is a high seismicity level with 15 large earthquakes (M>7) in this century. Our seismological investigation is centered on the largest event since 1943: the 25 MAY 1981 earthquake. Love, Rayleigh, andP waves are inverted to find: a faulting geometry of right-lateral strike-slip along the local trend of the Macquarie Ridge (N30°E); a seismic moment of 5×10²⁷ dyn cm (M _w=7.7) a double event rupture process with a fault length of less than 100km to the southwest of the epicenter and a fault depth of less than 20km. Three smaller thrust earthquakes occurred previous to the 1981 event along the 1981 rupture zone; their shallow-dipping thrust planes are virtually adjacent to the 1981 vertical fault plane. Oblique convergence in this region is thus accommodated by a dual rupture mode of several small thrust events and a large strike-slip event. Our study of other large MRC earthquakes, plus those of other investigators, produces focal mechanisms for 15 earthquakes distributed along the entire MRC; thrust and right-lateral strike-slip events are scattered throughout the MRC. Thus, all of the MRC is characterized by oblique convergence and the dual rupture mode. The true best-fit rotation pole for the Pacific-Australia motion is close to the Minster & Jordan RM2 pole for the Pacific-India motion. Southward migration of the rotation pole has caused the recent transition to oblique convergence in the northern MRC. We propose a subduction initiation process that is akin to crack propagation; the 1981 earthquake rupture area is identified as the crack-tip region that separates a disconnected mosaic of small thrust faults to the south from a horizontally continuous thrust interface to the north along the Puysegur trench. A different mechanism of subduction initiation occurs in the southernmost Hjort trench region at the triple junction. newly created oceanic lithosphere has been subducted just to the north of the triple junction. The entire MRC is a soft plate boundary that must accommodate the plate motion mismatch between two major spreading centers (Antarctica-Australia and Pacific-Antarctica). The persistence of spreading motion at the two major spreading centers and the consequent evolution of the three-plate system cause the present-day oblique convergence and subduction initiation in the Macquarie Ridge complex.     

土锚在工程中的应用

土锚是一项新兴技术,它被广泛应用于与地基有关的各项土建和水利工程中,不仅可应用于临时性工程和加固工程,而且也可应用于永久性工程;不仅应用于软弱岩层和较硬土层(即粘土,壤土),亦可应用于饱和软粘土地基。它具有技术可行、施工简便、经济合理、质量可靠、工期缩短等优点,故世界各国在土建和水利工程中广泛采用,并有极其广阔的发展前景。     

高密度电法在天津软土地基勘察中的应用

简要介绍高密度电法在天津软土地基勘察中的应用情况。分析天津软土地基的特点及地球物理前提条件，用典型实例说明高密度电法可以探查城市地下管道、了解地层起伏、探查沟坑变化、探测地基土均匀性等。发现并揭示了天津地区视电阻率与地基土物理力学指标之间的相关规律。同时估计了高密度电法可能的应用范围。     

基床系数的室内外测试方法分析与研究

对目前规范中测试基床系数的方法进行了探讨和分析 ,指出其不合理性 ,在此基础上 ,展开对基床系数的室内测试方法的研究 ,最后给出两种较为简单实用的室内测试方法     

软粘土中钻孔灌注桩承载特性的试验研究

基于埋设有测试元件的足尺钻孔灌注桩的现场静载荷试验 ,研究了软粘土地层中桩长 2 8m ,桩径 6 0 0mm钻孔灌注桩的承载力 -沉降性质 ,同时研究了试桩的荷载传递特性 ,分析了桩身轴力、桩侧阻力及桩端阻力的发挥规律 ,并就单桩的沉降变形进行了计算分析 ,得到了一些有益的结论。