原状土的英文

• natural soil
• original soil
• parent soil
• undisturbed soil

• "原状"英文翻译    original state; previous con ...
• "土"英文翻译    soil; earth
• "非原状土样" 英文翻译 :    disturbed soil sample
• "原状土地" 英文翻译 :    undisturbed ground
• "原状土试样" 英文翻译 :    undisturbed sample
• "原状土样" 英文翻译 :    undisturbed sample; undisturbed soil sample
• "原状土柱" 英文翻译 :    soil column
• "原状土钻取" 英文翻译 :    undisturbed sample boring
• "原状样品，原状土样" 英文翻译 :    undisturbed sample
• "土的分类原状土" 英文翻译 :    undisturbed soil
• "未扰动土地；原状土地" 英文翻译 :    undisturbed ground
• "原状土剪力试验" 英文翻译 :    in place soil-shearing test; in-place soil-shearing test
• "原状" 英文翻译 :    original state; previous condition; raw condition; status quo ante 恢复原状 restore the status quo ante; restore to the former state
• "层状土" 英文翻译 :    laminated soil
• "带状土" 英文翻译 :    striped ground; striped soil
• "粒状土" 英文翻译 :    granular soil
• "原状的" 英文翻译 :    live; natural; original; raw
• "原状砂" 英文翻译 :    undisturbed sand
• "原状态" 英文翻译 :    raw state
• "照原状" 英文翻译 :    as she is standing
• "波状土地" 英文翻译 :    undulating ground; undulating land
• "层状土壤" 英文翻译 :    stratified soil
• "层状土壤型" 英文翻译 :    stratigraphic soil type
• "多孔状土壤" 英文翻译 :    cellular soil
• "黄土状土" 英文翻译 :    loess-like soil

• Technical standard for sampling of undisturbed soils
  原状土取样技术标准
• Because of the high sensitivity of the soft clay , it is difficult to get the original sample and make experiments
  由于软粘土具有很高的灵敏性，难以取得原状土进行室内实验。
• Grey relational analysis and evaluation on anti - shear strength of the undisturbed soil of typical vegetations in jinyun mountain in chongqing city
  重庆缙云山典型植被原状土抗剪强度的灰色关联度分析与评价
• Primary state soil sampling is an important tache in engineering exploration , different sampling method has different affection to the quality of soil sample
  摘要采取原状土样是工程勘察中的重要环节，不同的取样方法对土样质量的影响不同。
• This paper , based on a summary of practical experiences , analyzes some problems in rock - soil engineering survey such as soil sampling , in situ test and ascertaining engineering parameters , discusses their causes , and presents some approaches to overcome these problems
  摘要本文在总结岩土工程勘察工作实践的基础上，对岩土工程勘察中的原状土取样、原位测试以及岩土工程参数确定等问题加以归纳、分析，探讨产生的原因，提出解决问题的方法和改进措施。
• The unconfined compressive strength , shearing strength and permeabi lity of stabilized soils were tested in laboratory , the strength of contaminated composite soils sampled with different ph and soaped in corresponding ph were compared . the results from experiments indicate that there exists a certain relationship between the soft soil properties and the unconfined compressive of grouted soil . with the increase of water content , porosity ratio , degree of porosity , plasticity limit , liquid limit and liquid index , the compressive strength of cement - sodium silicate - stabilized soil decreases , while increases as the bulk weight and compressibility modulus
  通过对水泥?水玻璃加固土的无侧限抗压强度试验，以及用不同酸碱性水制成与养护的固结土所进行强度对比试验，得出软土的物理力学性质指标与加固土的抗压强度之间存在一定的相关关系，即随着含水量、孔隙比、孔隙度、液塑限及液性指数的增加，水泥?水玻璃加固土的抗压强度相应地降低；而随着原状土的容重、压缩模量的增加，水泥土的抗压强度也随之增加。
• We use time domain reflectometry ( tdr ) to simultaneously estimate volumetric soil water content , soil solution electrical conductivity , and soil nitrate concentrations in combination with porous ceramic cup solution samplers to follow no3 - n transport in soil exposed to different irrigation , fertilizer quota and temperature . the experiment was conducted with nondestructive soil colums
  本研究中以原状土为研究对象，利用时域反射技术随时测定土壤含水量和电导率的特点结合多孔陶瓷杯抽滤技术，研究在不同灌水、施肥和温度下硝态氮的变化。
• Through indoor routine tests , the physical and mechanical natures of intact and remolding soil of muck and mucky soil , in fuzhou , are analyzed in this thesis . the results reveal that water content , void ratio , shear strength of remolding soil samples are lower than those of intact samples . then qualitative analysis on the mineral composition , chemical composition and microstructure characteristic and types of the soft clay is given
  本文通过室内常规试验对福州地区淤泥及淤泥质粘土的原状土样和扰动土样的物理力学性质进行了分析，观察土样受扰动后一些物理力学指标的变化情况，发现扰动软粘土样的含水量、孔隙比、抗剪强度指标均比原状土样低；并从软粘土的矿物成份、化学成份以及微观结构特征和类型上定性地分析。
• The basic physical and mechanical properties , mineral composition , micro structures , swelling potential , consolidated drained triaxial shear strength , parameters of constitutive model and residual strength of the soft clayey rocks were tested in laboratory with a large number of natural samples . the changing trend of the strength about these rocks is obtained by modeling the condition of softening due to immersion . from the principles of modern soil mechanics , the structural and swelling characteristics of soft clayey rocks were analyzed systematically
  本文通过现场调查，查明风化泥质软岩的宏观结构特征，利用现代试验测试手段，取原状土系统进行特殊土室内土工试验，测定土的基本物理力学特性、矿物成分及微观结构、膨胀性、三轴排水剪强度及本构模型参数、软化残余强度，并模拟土体在长期浸水软化后的强度变化趋势，测试该类土的浸水软化残余强度。

• 原状土的日语：げんじょうど 原状土，未扰动土。