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compressibility modulus中文是什么意思
- 中文翻譯
- 造句
- 體種彈性模量
- 壓縮模量
- 壓縮性模數(shù)
- 壓縮性系數(shù)
- compressibility n. 壓縮性；壓縮系數(shù)；壓縮率。
- modulus n. (pl. -li ) 【數(shù)、物】模數(shù)，模量；系數(shù)。 ...
- modulus of compressibility 地基應(yīng)力和變形壓縮模量; 體積彈性橫量; 體積壓縮模數(shù); 壓縮彈性模數(shù); 壓縮模量
- modulus of cubic compressibility 體積壓縮模量
- modulus n. (pl. -li ) 【數(shù)、物】模數(shù)，模量；系數(shù)。 a modulus of elasticity 彈性模量。
- adiabatic compressibility 絕熱壓縮系數(shù); 絕熱壓縮性
- air compressibility 空氣的壓縮性
- apparent compressibility 視壓縮性
- bulk compressibility 毛體積壓縮系數(shù); 體積壓縮性; 體壓縮率; 總體壓縮性
- burble; compressibility 壓縮擾流
- cake compressibility 壓縮指數(shù)
- coefficent of compressibility 壓縮系數(shù)
- coefficient of compressibility 地基應(yīng)力和變形壓縮系數(shù); 可壓縮系數(shù); 壓縮系數(shù)
- compressed compressibility 可壓縮性
- compressibility burble 激波后紊流; 激波致擾氣流區(qū); 壓縮性泡流; 壓縮性擾流; 壓縮性失速
- compressibility coefficient 壓縮系數(shù); 壓縮性系數(shù)
- compressibility correction 壓縮性訂正; 壓縮性修正
- compressibility curve 可壓縮性曲線
- compressibility degree 可壓度
- compressibility deviations 壓縮性特性偏差
- compressibility dive 壓縮性影響下的俯沖
- compressibility drag 壓縮性造成的阻力; 壓縮性阻力
- compressibility effect 壓縮效應(yīng); 壓縮性效應(yīng); 壓縮性影響
- compressibility error 壓縮誤差; 壓縮性誤差
- compressibility factor 可壓縮因數(shù); 可壓性系數(shù); 壓縮系數(shù); 壓縮性因素; 壓縮性指數(shù); 壓縮因素; 壓縮因子
- 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
通過(guò)對(duì)水泥?水玻璃加固土的無(wú)側(cè)限抗壓強(qiáng)度試驗(yàn)，以及用不同酸堿性水制成與養(yǎng)護(hù)的固結(jié)土所進(jìn)行強(qiáng)度對(duì)比試驗(yàn)，得出軟土的物理力學(xué)性質(zhì)指標(biāo)與加固土的抗壓強(qiáng)度之間存在一定的相關(guān)關(guān)系，即隨著含水量、孔隙比、孔隙度、液塑限及液性指數(shù)的增加，水泥?水玻璃加固土的抗壓強(qiáng)度相應(yīng)地降低；而隨著原狀土的容重、壓縮模量的增加，水泥土的抗壓強(qiáng)度也隨之增加。
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