"土地整理理论"初探   总被引：17，自引：2，他引：17  

罗明  龙花楼 《地理与地理信息科学》2003,19(6):60-64

土地整理已成为土地科学的一个新的学科“生长点”，该文借鉴土地科学的相关理论基础，结合目前我国土地整理工作的任务与实践，探讨土地整理的理论：阶段理论、市场理论、广域理论、区域差异理论、效益统一理论、人居环境理论。  相似文献   

Origine du matériel altéré et hétérogénéité du matériel originel de la météorite Foum Tatahouine (Tunisie) : éléments traces et isotopes du SrOrigin of altered material and heterogeneity of original material in the Foum Tatahouine meteorite (Tunisia): Trace elements and Sr isotopes     

Yasmine Bentahila  Dalila Ben Othman  Jean-Marc Luck 《Comptes Rendus Geoscience》2002,334(4):267-272

Foum Tatahouine is one of the rare meteorites that allow studying weathering effects since their fall on Earth. The comparison between clasts collected the very day of the fall (1931) and in 1994 showed some chemical modifications. We report data obtained on samples collected in 2000. The purpose of this study is: (1) to define (REE, Sr isotopes) the terrestrial weathering origin that is to be found in soil carbonates, (2) to show (Sr, Rb, REE) that the weathering effects are small on centimetre-sized samples, and (3) to emphasise (HREE) Foum Tatahouine samples heterogeneity. To cite this article: Y. Bentahila et al., C. R. Geoscience 334 (2002) 267–272.  相似文献   

Apports des phyllosilicates dans la différenciation entre altération hypogène et altération supergène dans le basalte triasique du Moyen Atlas (Maroc)Contribution of phyllosilicates to distinguish between hypogene alteration and weathering in Triassic basalt from Middle Atlas (Morocco)     

Abdelilah Dekayir  Michel Danot  Nabil Allali 《Comptes Rendus Geoscience》2002,334(12):877-884

Triassic basalt of the Middle Atlas has been subject to metamorphic transformation then weathering. Occurrence in both metabasalt and saprolite of ubiquitous clay minerals, such as smectite and mixed layers chlorite–smectite, makes it difficult to distinguish between the two alteration facies and explains the interest of complementary sources of information. In the Bhallil weathering profile, petrographical and mineralogical analyses of primary igneous minerals and their alteration products coupled with Fe oxidation state determination in clay fractions allow to identify three alteration facies: (i) metamorphic basalt, where iron occurs mainly as the ferrous form; (ii) the lower part of saprolite, where iron is partially oxidized to its ferric form; (iii) the upper part of saprolite, where iron is completely oxidized. To cite this article: A. Dekayir et al., C. R. Geoscience 334 (2002) 877–884.  相似文献   

Dévitrification et altération supergène d'une rhyolite (bassin du Paraná, Brésil) : mécanismes et bilans géochimiques     

Marjorie Bernard  Patrick Dudoignon  Norberto Dani 《Comptes Rendus Geoscience》2004,336(9):789-798

The weathering of a rhyolitic lava flow of the Paraná Basin (Brazil) developed, on few centimeters only, simplified petrographic features. The initial meteoric fluid pass-way is marked by celadonite-to-nontronite transformation. The second step is the complete dissolution of plagioclases, and the last one is the massive precipitation of halloysite. The geochemical mass balances according to the alteration features demonstrate the progressive leaching of major and trace elements fractionated by plagioclases, glass and opaques, and the sorption of Cu>As>Sb in the halloysite matrix. To cite this article: M. Bernard et al., C. R. Geoscience 336 (2004).  相似文献   

饱和土体一维固结三参数概率特性研究     

杨红坡  谢新宇  谢康和 《岩土力学》2004,25(Z2):47-51

在考虑岩土参数空间变异性的情况下,对软粘土地基一维固结平均固结度的概率特征进行了研究,分析了平均固结度的概率特征对渗透系数、孔隙比和压缩系数三参数变异性的敏感性,进行了岩土参数分布类型对平均固结度影响的正交试验,并根据试验结果进行了方差分析,为进一步开展多层地基固结的可靠性分析打下了基础.  相似文献   

海南抱伦金矿床控矿构造特征及其对金矿化的控制作用   总被引：4，自引：0，他引：4       下载免费PDF全文

陈柏林  李中坚董 诚 丁式江 舒 斌廖香俊  董法先傅杨荣 《中国地质》2004,31(2):139-146

抱伦金矿床是海南省新近发现的大型金矿床之一，属于成生于印支期受构造控制的岩浆热液型金矿床。矿区出露下志留统陀烈组浅变质岩系与白垩系红色碎屑岩，西北侧分布印支期花岗岩。北北东向豪岗岭断裂与其上盘的北北西向断裂破碎带组成矿区基本构造格架。磁组构分析显示矿区千枚岩以压扁变形占绝对优势，主压应力近东西向，矿化热事件前的构造变形较强，矿化之后的构造变形较弱。矿化期构造应力场为近东西向拉伸(主压应力近南北向)。北北西向断裂破碎带是主要赋矿(含矿)构造，对矿体的空间分布、形态产状起重要的控制作用。  相似文献   

In-situ testing of Singapore marine clay at Changi   总被引：2，自引：0，他引：2  

A. Arulrajah  H. Nikraz  M. W. Bo 《Geotechnical and Geological Engineering》2005,23(2):111-130

The Changi East Reclamation Project in the Republic of Singapore comprises of the ground improvement of marine clay with the installation of prefabricated vertical drains and subsequent surcharge placement. Prior to the commencement of land reclamation works, a series of in-situ tests were conducted in marine conditions with the use of various in-situ testing equipment. The In-Situ Testing Site was located in the Northern area of the project where the thickest compressible marine clay layers existed. The in-situ tests carried out were with the field vane, piezocone, flat dilatometer, self-boring pressuremeter and BAT permeameter. In-situ tests were conducted to determine the undrained shear strength and overconsolidation ratio of the marine clay. In-situ dissipation tests provide a means of evaluating the in-situ coefficient of horizontal consolidation and horizontal hydraulic conductivity of soft soil and were used to estimate these properties of Singapore marine clay at Changi.  相似文献   

Effect of Initial Principal Stress Direction on the Dynamic Characteristics of Carbonate Sand     

Yu Haizhen Zhao Wenguang Wang Ren Li Jianguo He Yang 《中国地质大学学报(英文版)》2005,16(4):340-344

INTRODUCTION Theexploitationofoffshorenaturalresourcesin thetropichaspresentedgeotechnicalengineerswith theproblemofdealingwithinsitucarbonatesedi mentsinharshconditionsforwhichfewengineering dataareavailable.Thecarbonatesedimentsaresub jectedtolargestaticstressesduetotheweightof foundationstructuresaswellascyclicstressesdueto waveaction,andinsomecases,earthquakeloading.Ithasbeenprovedthatthenatureofcyclicstresschangesoccurringintheseabeddepositduetowave loadinginvolvesacontinuousrotationo…  相似文献   

黏性土的应力-应变关系归一化性状探讨   总被引：1，自引：0，他引：1  

徐舜华  徐光黎  程瑶 《地质科技情报》2005,24(Z1):170-172

土的应力-应变关系与固结压力水平密切相关,体现为土的归一化性状.针对黏性土固结不排水剪切试验的应力-应变关系,对黏性土归一化性状的存在条件进行了探讨分析,认为黏性土应力-应变关系归一化性状的存在与否取决于土的模量与归一换化因子的正比关系及土的抗剪强度特性,通常采用围压σ3和平均固结压力σm作为归一化因子;研究表明当应力-应变关系为Kondner双曲线方程形式,对于采用围压σ3和平均固结压力σm归一化效果很差的黏性土,若采用(σ3)n或(σm)n(选取适当的n值)进行归一化,则效果较好.  相似文献   

部分排水条件下加筋路堤性状分析   总被引：2，自引：0，他引：2  

冯震  王连俊  王娜  沈宇鹏 《水文地质工程地质》2005,32(4):104-107

使用椭圆帽土质模型分析了部分排水条件下软土地基土工合成物加筋路堤的性状,按照Biot理论模拟了固结行为。在路堤施工期地基土的部分固结和不同初始排水条件下,主要分析加筋体的刚度影响和地基土的强度轮廓面,以及在正常工作情况下和在路堤失效情况下土工合成加筋材料的应变特点。分析了加筋体对于地基土变形的影响。结果显示,加筋体可以提高路堤的破裂高度,可以明显地减小路堤施工期最大侧向变形、竖向变形和地基土隆起,可明显提高施工期路堤的安全系数。  相似文献