介绍了马宅顶不对称连拱隧道新奥法施工过程中现场监测的项目、手段及方法。基于监测结果，分析了不对称连拱隧道围岩和支护系统的变形及受力特点，获得围岩的动态信息以指导施工，为支护体系的优化提供依据，并对监测结果进行了讨论，可为日后同类工程的设计、施工和监测提供有益的借鉴。

This paper presents a study for quantifying both the joint topography characteristics and the load-closure deformation of a rock joint under normal compressive loading condition. The study covers (1) laboratory measurements of rock joint surface profiles using a profilometer designed and fabricated by the research team, (2) development of a mathematical method to identify the waviness and unevenness components in joint surface profiles and the associated composite topography, (3) development of a general load–closure deformation model by using both the waviness and unevenness components in the composite topography, (4) unconfined compressive testing of rock samples with joints for the experimental load-closure deformation of joints and, (5) verification of the general load-closure deformation model by the experimental load-closure deformation results. The study leads to the following four findings: (a) the mathematical method can be used to identify the waviness and unevenness components for joint surface profiles and its composite topography. The height characteristic parameters of the complete surface topography of a joint are mainly determined by the waviness component. The texture characteristic parameters of the complete surface topography of a joint are mainly determined by the unevenness component, (b) joints can be classified into the three contact state cases using the waviness and unevenness components for both the joint surface profiles and the associated composite topography. The load-closure deformation behavior of a joint is determined by the waviness and unevenness components of the composite topography for a specific contact state, (c) the general load–closure deformation model developed in this paper is applicable to the three contact state cases. The general load-closure deformation model uses the composite topography of a joint and can take into account the effects of the contact states, the initial aperture and the waviness and unevenness components; (d) parametric studies and verifications with the uniaxial compression test results show that the general load-closure deformation model gives reasonable estimations of the load-closure deformation behavior of rock joint under compressive loading and can be reduced to those given by other researchers in the relevant literature.

上海市中环线虹许路北虹路下立交工程是目前世界上在饱和含水软土地层中施工的截面最大的管幕法工程。箱涵外表面与附近浆土混合物或钢管之间的摩擦系数对于箱涵在顶进过程中合理设计千斤顶的顶进推力十分重要。采用室内试验的方法研究了混凝土与配制的5种由膨润土触变泥浆和实际工程种的粘性土形成的浆土混合物之间以及混凝土与钢管之间的摩擦系数，结果表明在纯粘性土时该两种摩擦系数均最大，而随着触变泥浆与粘性土的质量比的增大，摩擦系数则逐渐减小，在纯触变泥浆时摩擦系数则达到或接近最小值。

上海市中环线虹许路北虹路下立交工程是目前世界上在饱和含水软土地层中施工的截面最大的管幕法工程。为保证在管幕内顶进大断面箱涵（前端嵌固钢板制网格框架）的施工过程中开挖面的稳定性，在网格横截面尺寸一定的情况下，设计合理的网格长度就十分重要。在考虑箱涵上部管幕允许沉降变形的基础上，根据作用于网格内壁土压力的分布模式，并兼顾考虑实际操作的可行性，给出了网格长度的较为合理的设计计算方法。最后，对于本实际工程，详细计算出了较为合理的网格长度，较好地满足了各主要控制因素。

The influence of strain history on rock specimen deformation during multi-level loading and unloading cyclic uniaxial compression creep tests is studied with a creep testing machine. An experimental data processing method for such creep tests is suggested. The correction formulas to determine the rheological model parameters are derived for the case when load relaxation is considered. Creep and relaxation tests under uniaxial compression on four types of rocks are conducted using an electronic hydraulic servo-controlled stiff testing machine. The creep and relaxation laws of the different rocks are compared. The complete stress