1) Soil treatment
土质加固
2) quality of soil
土质
1.
Through analyzing physical index of foundation pit s soil quality after blasting,the author studies the influences of blasting on soil quality of foundation pit,and draws some conclusions related with the quality of soil after blasting,which has significance on the utilization of buildings and offer a reference for design and construction.
通过对爆破后基坑土质物理指标的分析,研究了爆破对基坑土质的影响,得出了爆破后基坑土质的相关结论,对于建筑物的使用有着十分重要的意义,可供设计施工等后续工序参考。
3) soil
土质
1.
The effects of light Sierozem and Aeolian sandy soil on freezing injury of grape roots at the east foot of Helan Mountain;
宁夏贺兰山东麓淡灰钙土与风沙土2种典型土质对葡萄根系冻害的影响
2.
On the basis of the data of subgrade frost heaving observation in Chang-Yu freeway from 2000 to 2002 years,this paper analyzes the factors of temperature,water,soil and subgrade type which influence the subgrade frost heaving.
根据2000—2002年间对吉林省长余高速公路路基冻胀观测所获得的资料,分别分析了温度、水分、土质、路基类型等因素对路基冻胀的影响。
4) soil quality
土质
1.
Discussion on relationships between soil quality and lime dose with indoor pressing test;
土质及石灰剂量与室内击实试验关系之浅谈
2.
A Network Model algorithm for Earthwork Allocation and Transport Considering the Construction Order and Soil Quality;
考虑施工次序与土质问题的土石方调运的网络模型算法
3.
Network Model for Earthwork Allocation and Transport Considering the Construction Order and Soil Quality;
考虑施工次序与土质问题的土石方调运的网络模型研究
5) soil texture
土质
1.
The Research on Mechanics Performance of Different Soil Texture and Moisture Content;
土质及含水量对路基力学性质的影响研究
2.
Based on precipitation–infiltration recharge information of past years, the in?uence of rainfall, groundwater depth and soil texture on precipitation-infiltration recharge is analyzed, also the relationship between phreatic water evaporation and groundwater depth, soil texture, and consistency between phreatic water evaporation and water surface evaporation are discussed.
利用历年的降雨入渗补给资料,分析了降雨量、地下水埋深和土质等因素对降雨入渗补给的影响入渗补给过程,论述潜水蒸发与地下水埋深和土质的关系;潜水蒸发与水面蒸发的一致性。
6) Terrene surrounding rock
土质围岩
1.
Meanwhile,the works on ranking and selection of influencing factors of terrene surrounding rocks were completed,which can promote the standard of surrounding rock classi fication.
以某轨道交通二期工程中土质围岩岩土为例,利用灰色关联度分析方法,完成对土质围岩稳定性分级影响因素的排序和筛选。
参考词条
补充资料：多种土质坝
采用两种以上筑坝材料筑成的土坝。坝体包括防渗料和各种透水料。防渗料置于坝体中间或上游，再按排水过渡原则分别设置由中间向上下游，或由上游向下游透水性逐渐增大的坝壳透水料(见图)。这种坝适用于当地具备几种筑坝材料（包括从建筑物开挖出来的石碴），且必须用两种以上材料才能满足数量要求的情况。
这种坝的优点：①可因地制宜充分利用包括石碴在内的当地各种筑坝材料；②土料用量比均质土坝少，因而施工受气候影响也相对小；③如防渗体设于上游，雨天可先填下游透水料争取工期；④坝内自防渗料起按由细到粗的排列过渡原则分区配置筑坝材料，有利于坝体排水，简化排水设施，使下游透水坝壳浸润线较低。如防渗体位于中间，当库水下降，上游透水坝壳的孔隙水迅速外排，上游坝坡可设计得比较陡。如防渗体位于上游，下游坝壳全为透水料，下游坝坡比较陡。综上所述，这种坝型比均质土坝节省工程量。其缺点是坝体由多种材料组成，工序复杂，施工干扰大。
这种坝的优点：①可因地制宜充分利用包括石碴在内的当地各种筑坝材料；②土料用量比均质土坝少，因而施工受气候影响也相对小；③如防渗体设于上游，雨天可先填下游透水料争取工期；④坝内自防渗料起按由细到粗的排列过渡原则分区配置筑坝材料，有利于坝体排水，简化排水设施，使下游透水坝壳浸润线较低。如防渗体位于中间，当库水下降，上游透水坝壳的孔隙水迅速外排，上游坝坡可设计得比较陡。如防渗体位于上游，下游坝壳全为透水料，下游坝坡比较陡。综上所述，这种坝型比均质土坝节省工程量。其缺点是坝体由多种材料组成，工序复杂，施工干扰大。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。