我国城市群整合发展的基础与实践

目前, 我国许多城市群还没有形成以城市集群为支撑的有整体竞争实力的地域实体, 区 域协调机制还没有从根本上建立起来。为了解决这个严重制约城市群发展的问题, 必须走整合发 展的道路, 整合发展是城市群战略的重大课题。城市群的整合发展要树立正确的科学理念, 充分 吸取国内外相关研究的宝贵启示。整合发展的理论基础分核心理论和基本理论, 前者有竞争优 势、空间相互作用、空间发展和区域协调理论等, 后者有系统、现代经济增长、可持续发展和区域 创新理论等。城市群的存在、城市群的要素和城市群地区的城镇化是整合发展的现实基础, 涉及 城市群存在状态的演进及其广域存在价值, 资源秉赋、整体实力、产业结构、交通通信和核心城 市, 城镇化的综合水平和面临的主要问题等。城市群整合发展的实践包含6 个方面的内容: 城市 竞争力整合、城市体系整合、产业整合、空间整合、城乡生态环境整合和发展的支撑平台整合。     

甘肃省旅游产业关联及产业波及分析

运用旅游经济学中产业关联的有关理论,以甘肃省投入—产出表为依据,对旅游业的产业关联和产业波及效应进行定量分析,通过对旅游业的投入结构、产出结构、影响力及影响力系数、感应度与感应度系数等指标的分析,探讨甘肃省旅游业与其他产业之间的关联程度、旅游业对国民经济各产业部门的拉动作用、各产业部门对旅游业的推动作用。     

A note on the consolidation settlement of a rigid circular foundation on a poroelastic halfspace

This paper uses Biot's poroelasticity approach to examine the consolidation behaviour of a rigid foundation with a frictionless base in contact with a poroelastic halfspace. The mathematical development of the mixed boundary value problem involves a set of dual integral equations in the Laplace transform domain which cannot be conveniently solved by employing conventional procedures. In this paper, a numerical solution is developed using a scheme where the contact normal stress is approximated by a discretized equivalent. The influence of limiting drainage boundary conditions at the entire surface of the halfspace on the degree of consolidation of the rigid circular foundation is investigated. The results obtained in this study are compared with the corresponding results given in the literature. Copyright © 2016 John Wiley & Sons, Ltd.     

Analytical solutions for Euler–Bernoulli beam on visco‐elastic foundation subjected to moving load

Analytical solutions for the steady‐state response of an infinite beam resting on a visco‐elastic foundation and subjected to a concentrated load moving with a constant velocity are developed in this paper. The beam responses investigated are deflection, bending moment, shear force and contact pressure. The mechanical resistance of the foundation is modeled using two parameters k_s and t_s — k_s accounts for soil resistance due to compressive strains in the soil and t_s accounts for the resistance due to shear strains. Since this model represents the ground behavior more accurately than the Winkler spring model, the developed solutions produce beam responses that are closer to reality than those obtained using the existing solutions for Winkler model. The dynamic beam responses depend on the damping present in the system and on the velocity of the moving load. Based on the study, dynamic amplification curves are developed for beam deflection. Such amplification curves for deflection, bending moment, shear force and contact pressure can be developed for any beam‐foundation system and can be used in design. Copyright © 2012 John Wiley & Sons, Ltd.     

粉煤灰碎石混凝土灌注桩法加固软弱地基效果的分析与检验

对由深厚软弱土层组成的地基,采用粉煤灰碎石混凝土灌注桩法予以加固处理时,其施工机具相对简单,工期短,节约“三材”,投资省,具有显著的经济效益。由粉煤灰碎石混凝土灌注桩和深厚软弱土层共同构成的复合地基的工程特性,介于一般碎石桩复合地基与混凝土桩桩基之间,其基本特征是:承载力的提高,主要是置于深厚软弱土层中的粉煤灰碎石混凝土灌注桩的排水和垂直加筋作用的结果;其承载机理,部分具有一般碎石桩复合地基的特征;在结构物荷载作用下,其桩、土荷载分担特征,比较接近于普通混凝土桩桩基。     

松散地基上特大公路桥梁工程勘察与评价

本文通过具体工程实践,对在松散地基上兴建特大型公路桥梁的工程勘察要求、勘探工作布置、墩台基础持力层的选择及对地基评价作了分析、论述,可供同行借鉴与参考     

高压喷射注浆在上海鱼品厂污水处理工程中的应用

上海鱼品厂污水处理工程地基采用高压喷射注浆法加固,並作为深基坑的围护结构,用于大面积建筑工程和水工构筑物的尚不多见。经过高压旋喷工艺施工和充水予压试验以及运行的实践,业已证明应用新崛起的高压旋喷工艺成桩技术具有良好的技术效果和经济效益,加固软基和围护的综合功能是成功的。     

数字成象系统调制传递函数的测定及应用

本文首次探讨了数字成象系统调制传递函数的测定方法及应用。试验结果表明:该测定方法不仅合理可行,而且强有力地证明了MTF的应用价值。即不仅用于象质的评价,而且为成象系统的检定和调试提供了新的技术手段。     

Transient loading-related settlement of a square foundation on geogrid-reinforced sand

Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined.