例句與造句

1. The numerical solution of finite element for bending - compression column with different tension - compression modulus
   拉壓不同模量彎壓柱的有限元數(shù)值解
2. By comparing difference in compression modulus before and after grouting and detection of seismic waves , the authors concluded that the seismic wave method is a good method for detecting effects of grouting in highway slopes
   通過對坡體在灌漿前后彈性參數(shù)的對比分析，說明用地震波法檢測公路邊坡灌漿加固效果是一種較好的方法。
3. Under the condition of immovability of the charging area of blast hole , the increase of the blast hole compression modulus not only improved fragmentation results but also decreased the blasting ground vibration because of the minishing of burden
   在不改變單個炮孔負擔(dān)面積的條件下，增大密集系數(shù)可以改善爆破效果，同時由于抵抗線減小，爆破震動也有所降低。
4. Then the judging method is proposed , and the proposed method can consider the stress history and viscosity shear strength of soft soil . in this paper , a fem program dpfbm1 . 0 ( double plastic foundation beam method ( version 1 . 0 ) ) is established . with this program , the influence of some parameters on foundation excavation is fully studied , the parameters include : compression modulus , cohesive strength , angle of internal ficiction , effective angle of internal friction , the embedded length of the wall and building load
   針對當前國內(nèi)外彈性地基梁法存在的缺陷，基于對軟土流變性的研究，采取了剪應(yīng)力判斷彈塑性狀態(tài)，以改進和完善基坑工程彈性地基梁法，推導(dǎo)了彈性狀態(tài)下地基反力系數(shù)的近似解，提出了采用剪應(yīng)力組合判斷土彈簧彈塑性狀態(tài)的方法，編制了相應(yīng)的彈塑性共同變形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ，并采用該程序分析了壓縮模量、粘聚力、內(nèi)摩擦角等參數(shù)變化對基坑工程的影響。
5. In this paper , the influence of cycles of drying and wetting on strength and deformation are studied by means of routine direct shear apparatus , triaxial apparatus and light consolidation apparatus which include : the influence of force of constraint on strength , the total stress strength of expansive soils with different saturation degree , the influence of cycles of drying and wetting on the total stress strength , the relation between saturation degree and compression modulus and that between saturation degree and void ratio , the influence of cycles of drying and wetting on the effective stress strength , the relation between saturation degree and generalized suction
   本文利用常規(guī)直剪儀、三軸儀以及輕便固結(jié)儀，分別對非飽和膨脹土的強度和變形特性以及干濕循環(huán)對強度和變形的影響進行了一系列的試驗研究。以飽和度、干濕循環(huán)次數(shù)為變量，分別探求了外力約束對膨脹土強度的影響，不同飽和度膨脹土的總應(yīng)力強度特性，干濕循環(huán)對非飽和膨脹土總應(yīng)力強度的影響，飽和度與壓縮模量以及孔隙比的關(guān)系，干濕循環(huán)對飽和膨脹土有效應(yīng)力強度指標的影響，廣義吸力與飽和度的關(guān)系，建議了一組計算非飽和膨脹土變形及強度特性的經(jīng)驗公式。
6. It's difficult to find compression modulus in a sentence. 用compression modulus造句挺難的
7. Based on the previous theoretical analysis , two practical projects of pile - raft foundation of high - rise building on soft ground are studied by using the software of pile - raft foundation interaction analysis program pogap . the choice of standing layer for pile , the rational compression modulus of soil under pile , the place of pile and the space between piles , and the reasonable thickness of plate are analyzed , some well - regulated conclusions can be achieved . an experiential equation for choosing the optimal thickness of plate is also given
   根據(jù)以上分析，結(jié)合兩個軟弱地基上高層建筑樁筏基礎(chǔ)的工程實例，利用浙江大學(xué)巖土工程研究所編制的pogap樁筏基礎(chǔ)共同作用分析軟件，就樁端持力層的選擇，樁端下臥層壓縮模量合理選值，樁位及樁間距的確定，筏板厚度的合理取值等問題展開分析，得出了一些規(guī)律性的結(jié)論，提出了筏板最佳板厚取值的經(jīng)驗公式。
8. The result indicates that in the case of constant content of asphalt , marshall stability , compression strength , rupture strength , compression modulus and rupture modulus of cement emulsified asphalt concrete would increase along with the increase in cement content ; in the case of constant content of cement , these index values would decrease along with the increase in asphalt content ; while with the increase of coarse aggregate , rupture strength and rupture modulus of the concrete would increase conspicuously , yet compression strength and compression modulus would have a little change
   試驗結(jié)果表明：在乳化瀝青含量不變時，隨著水泥用量的增加水泥乳化瀝青混凝土的馬歇爾穩(wěn)定度、抗壓強度、抗折強度、抗壓回彈模量、抗折回彈模量隨之增加；在水泥用量不變時，隨著乳化瀝青用量的增加相應(yīng)的力學(xué)指標呈降低趨勢；礦料級配中粗集料含量增加后，混合料的抗折強度和抗折回彈模量有明顯增加，但抗壓強度和抗壓回彈模量變化不大。