该课程的教学目的是使学生掌握国内外基础工程与岩土工程的最新技术进展，了解土体模拟的最新方法。现代土木工程的理念就是可持续发展的理念，土木工程师的任务不仅仅是建造当代人类生存和发展所需要的居住和交通设施，我们还面临着保护先辈所留下的建筑文化遗产和既有建（构）筑物。为了迎接这一挑战，既有建（构）筑物的移动技术应运而生。移动技术的产生，使得城市基础设施的建造和建筑文化遗产的保护能够兼顾；该技术的产生还为继续有效利用既有的城市基础设施，如桥梁和高架结构，减少新建工程的数量提供了可能；该技术的产生也为恢复已超过允许变形的地下结构物，如深基坑旁大量沉降的地下管线和超沉的沉井结构等，提供了独特的技术手段。建（构）筑物通常重量很大，有的甚至达到万吨以上。建（构）筑物的位置和形状也有很大的差异，既有高耸的地面建（构）筑物，也有长度达数公里以上的桥梁、高架结构和地下管线，更有深埋于地下的钢筋混凝土结构。因此，移动既有建（构）筑物的技术不仅复杂多样，而且还有较大的风险。既有建（构）筑物的移位技术在欧美国家已有一百多年的历史，已开发出了一套完整的技术。该项技术在我国的应用历史较短，是近三十年的事。但是，中国的土木工程师在既有建（构）筑物移位方面进行了大量的实践，取得了令世人瞩目的成就。本书著者试图以专著形式对已建构筑物移位技术作一回顾和总结，以促进既有建（构）筑物移位技术的进一步发展；而且也对新建建（构）筑物的移位安装技术的原理作了总结。课程安排2次现场旋喷技术的参观；安排3次课堂Seminar，学生将现场看到的现象用最新土力学、土化学理论分析，深化课堂教学成果，并撰写综述报告。本课程考虑采用双语教学。

The purpose of this course is to make students to understand the recently development of soft soil modelling and underground engineering and to know the basic procedure of urban underground construction such as excavation, tunnelling, and other underground constructions technologies. As a civil engineering material, soil is as important as steel or concrete. The unique feature of this material is that it largely comes engineered by nature, unlike other materia1s which have to be manufactured or processed to specif1c requirements with the product quality ensured. Therefore, geotechnical engineers concentrate on the cardinal task of characterizing the properties of this natural 1arge volume materia1, before integrating the results with analysis to design contemplated structures to meet the strict performance requirements. This course is primarily concerned with the analysis and assessment of the behaviour of soft clay in compression and shearing, both in their undisturbed and strengthened states. Soft clay deposits are widespread and cover many coastal regions of the world, such as in Japan, Eastern Canada, Norway, Sweden and other Scandinavian countries, India, and the South East Asian countries. Another feature of these coastal regions is that certain shore areas are lowlands, quite often due to subsidence on account of excessive withdrawal of ground water. The Central Plain (Chao Phraya) of Thailand and Saga Bay in Southern Japan are some examp1es of low1and areas. A11 these are inhabited zones, having undergone extensive urbanization and industrialization. Further extensive developmental activities are apace in many 1owland areas to promote human activities, such as agriculture, industry, housing and such other infrastructure facilities.Generally, soft clays exhibit low strength and high compressibility. Many are sensitive, in the sense that their strength is reduced by mechanical disturbance. Foundation failure is likely in structures erected in soft clays. Surface loading be-yond yield stress levels due to embankments and shallow foundations inevitably results in large settlements. It is primarily because these soils respond in a spectacular manner to stress changes, that the geotechnical engineer has an obligation to examine to what extent soft clay behaviour can be analyzed within the fame-work of classica1 developments in soi1 mechanics.This course will arrange twice field visits for jet grouting technology and three time in-class seminar, which is aimed to deepen the teaching effect in classroom, and write scientific reports. This course will be lectured by using both English and Chinese at the same time.