安徽省土地置换政策制定研究     

张庆军 《安徽地质》2012,(2):81-83

我国进入经济发展的快速时期,各个地方尤其是城市化和工业化发展较快的地区对建设用地的需求越来越大,开展对土地的整治和置换已经上升为国家层面的战略部署。本文在对安徽省建设用地管理现状和存在问题进行分析的基础上,提出未来安徽省土地置换政策制定的工作思路与目标任务。  相似文献   

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潘国荣  宋蕴璞  李怀锋  张鹏 《大地测量与地球动力学》2012,32(2):78-81

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昆明市松华坝水源区表土磁学特征及其环境意义   总被引：1，自引：0，他引：1  

刘勇 《云南地理环境研究》2008,20(3):33-37

采用环境磁学研究方法研究了昆明市松华坝水源区表土的磁学特征,结果表明,松华坝上游地区表土未受或很少受到污染,土壤磁化率偏低,土壤中的主要载磁矿物为磁铁矿、磁赤铁矿,另外还含有少量弱磁性的磁黄铁矿和针铁矿。松华坝下游坝区土壤受到了一定程度的污染,污染表土的磁学特征表现为：高磁化率,磁化率与频率磁化率呈现较强的负相关,污染土壤中的主要载磁矿物为强磁性的磁铁矿。松华坝下游土壤污染主要局限于距水面2m的范围之内．污染物主兽来源干农业面源污染．  相似文献   

Residence times of Manukau Harbour,New Zealand     

W. N. Vant  B. L. Williams 《新西兰海洋与淡水研究杂志》2013,47(3-4):393-404

Residence times of the three main channel systems of Manukau Harbour were calculated by methods based on the salinity measured in 10 tidal excursion segments: the freshwater replacement technique and a volume exchange model. The amount of freshwater present in the segments at high water was low (< 11% throughout the year), so salinities were high, with minimum values (winter) in each segment being in the range 30.1–34.0 (compared with a median value of 34.5 in the nearby coastal waters). The proportion of each segments’ volume which was exchanged with an adjacent segment during a tidal cycle varied markedly across the harbour, from ≤ 5 % in several shallow inner harbour segments to 65% in a deep segment adjacent to the entrance channel. For annual average conditions the freshwater replacement times of the channels were 11–18 days. Slightly longer residence times—12–26 days—were obtained from the volume exchange model. Calculated replacement times for two non‐conservative tracers— inorganic phosphorus and nitrogen—were approximately half those for freshwater, as 5–12% of these species disappeared from the water column each day.  相似文献   

Stress Sharing Behavior and Its Mechanism during Consolidation Process in Composite Ground Improved by Sand Compaction Piles with Low Replacement Area Ratio     

S.-K. You  K. Oda 《Marine Georesources & Geotechnology》2013,31(4):287-304

In order to accurately design a sand compaction pile (SCP) with low replacement area ratio, it is important to understand the mechanical interaction between the sand pile and clay ground and its mechanism during consolidation process in composite ground. In this article, therefore, a series of numerical analyses on composite ground improved by SCP with low replacement area ratio were carried out. The applicability of numerical analyses, in which an elasto-viscoplastic consolidation finite element method was applied, were confirmed by comparing the results obtained from a series of laboratory model tests with the composite ground improved by SCP. Through the results of the numerical analyses, mechanical behavior of the sand pile and clay in composite ground during consolidation is elucidated, together with a stress sharing mechanism between sand pile and clay.  相似文献   

强夯置换墩法处理公路软基的机制研究   总被引：3，自引：0，他引：3  

王宏祥  闫澍旺  冯守中 《岩土力学》2009,30(12):3753-3758

近年来,强夯置换墩法以其工期短、施工简单等特点在软基工程中得到了越来越广泛的应用。但由于对其加固机制的研究还不是很深入,理论研究远远滞后于工程实践,难以建立起符合强夯碎（块）石墩特点的设计理论和方法。为此针对海满高速公路实际工程,结合有限元分析,对该方法处理湿地软基的加固机制进行了深入研究,其结果可供施工设计人员参考。  相似文献   

海相淤泥软土地基强夯置换砂桩试验分析     

徐东升  汪稔  孟庆山  胡明鉴 《岩土力学》2009,30(12):3831-3836

针对某海相淤泥软土的处理工程,选取了一强夯砂桩置换试验区,监测了强夯置换过程中夯坑及其周围土体的变形,超孔隙水压力的增长和消散情况以及深层土体水平位移。分析结果表明,单个置换砂桩夯击8次较为合理;强夯置换后静置一段时间,可以有效减小强夯过程中的超静孔隙水压力,且一遍强夯后静置7 d后超孔隙水压力基本消散完;深层土体的水平位移主要发生在地表以下3～6.5 m深度范围内。  相似文献   

置换碎石桩联合强夯在北部湾填海复杂型软弱地基处理中的应用          下载免费PDF全文

胡纯龙 《探矿工程》2009,36(2):29-31,34

从广西北部湾大量填海（塘）造陆工业基地所遇到的复杂型软弱与夹层地基处理工程实例中,结合建（构）筑物具体特点,扩展应用置换（挤密加固,纵横排水）碎石桩联合强夯的地基处理方法,在解决大面积地基不均匀沉降,软弱夹层纵横排水与挤密固结、综合夯实提高总体地基持力层承载力方面取得了“安全、经济、高效”的良好效果,并具有推广前景和意义。  相似文献   

河北省唐—秦地区表层土壤地球化学质量评价          下载免费PDF全文

李随民  栾文楼魏明辉宋泽峰 《中国地质》2009,36(4):932-939

唐山—秦皇岛地区是河北省重要的农业经济区,土壤质量的安全评价具有十分重要的现实意义。笔者利用唐山—秦皇岛地区表层土壤中重金属元素分析结果,在考虑土壤pH值对重金属元素含量影响的前提下,采用单因子指数法和尼梅罗综合指数法对区内土壤质量进行了评价。结果表明,区内主要的重金属污染元素是Ni、Cr、Cu、Cd4种元素。其中Ni、Cr、Cu3种重金属元素污染区域主要集中在卢龙、抚宁、昌黎3个县交界处及北部的局部区域。Cd元素污染主要集中在唐海县西部和西北部。综合评价表明,唐山—秦皇岛地区绝大部分区域处于无污染的水平,土壤的地球化学质量是较好的。  相似文献   

振冲碎石桩在龙头石水电站坝基加固中的应用          下载免费PDF全文

彭第  王伟  孟玉红  李静 《地质找矿论丛》2009,24(1):83-86

针对龙头石水电站坝基的深厚砂砾石地层.采用振冲碎石桩处理,通过检测,处理后的地基达到工程要求.并消除了液化,效果较好.  相似文献