1994 Vol. 8, No. 1

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1994, 8(1): 1-6.
[Abstract](53) [PDF 450KB](18)
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On the basis of additional stress coefficient calculation formulas with different load on different foundation, the average stress coefficient calculation formulas were given. The homogeneity of ground soils was estimated using the equivalent value of compressibility modulus.
1994, 8(1): 7-10,6.
[Abstract](28) [PDF 447KB](14)
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1994, 8(1): 11-12,15.
[Abstract](32) [PDF 295KB](9)
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Tlie possibility of the collapsing of the ground stabilized by alkali liquid under the rigid foundation is discussed^ and the translating rate of the critical collapsmg is deduced in this paper* The quantitative design index is proved for the processing loess collapsing with the method of stabilizing by alkali liquid* This method was used in one engineering and good effec-tion was obtained.
1994, 8(1): 13-15.
[Abstract](35) [PDF 245KB](12)
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1994, 8(1): 16-22.
[Abstract](31) [PDF 613KB](8)
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The neressary of the technique of the soil engineering centrifuge scale-down test is introduced briefly, the basic theory and the basic method of the scale-down test is summarized. And the developement of the soil-engineering centrifuge marhine national and international is introduced. The applying cases in the field of the gcoteclmiquc engineering of the technique of tlie soil engineering centrifuge scale-down test is summarized finally.
1994, 8(1): 23-28.
[Abstract](36) [PDF 567KB](18)
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1994, 8(1): 29-34.
[Abstract](33) [PDF 526KB](8)
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The shear strength and the safety factor of the landslip thrust in the evaluation of the landslip stabilization and the ralculation of the landslip thrust are the very important factors. How to select above data is proposed combined with engineering practice in this paper. And the strurtures retaining the landslips, such as the retaining wall with reinforcements the box foundation bel w the building and the retaining wall supporting the building, are introduced in this paper.
1994, 8(1): 35-37,34.
[Abstract](23) [PDF 389KB](8)
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Two mathematic models are given by using the daia of static bearing test. The ultimate bearing capacity of a single pile in the engineering test pile is determined by the optimum simulant method with the computer processing.
1994, 8(1): 38-41.
[Abstract](31) [PDF 435KB](9)
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The lower limit of ground water activity within the depth of recealed soil by drilling in the complementary surveying site is primarily determined through comphrensive analyse to the all testing results in the complementary surveying of one engineering.
1994, 8(1): 42-47.
[Abstract](28) [PDF 595KB](7)
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The mathematic model for phenol-removing is set up based on the filter column testing and analysis of the phenol-removing effect of the sewage containing phenol through percolation of quarts-sand-layer. And it is proved that this model reflects the phenol-removing regularity not only of quarts-sand-layer objectively, but also of aquifer thruthfully by engineering practice. It can be used in the predication of the phenol concentration in the design of those wells which are built on the river bed or riverside. The phenol-removing mechanism of quarts-sand-layer and aquifer is also discussed in this paper.
1994, 8(1): 48-55,47.
[Abstract](53) [PDF 547KB](7)
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The method to improve the solving velocity by using the program compiled by BASIC language and PC-1500 assembler language. It provides some references for work.
1994, 8(1): 56-59.
[Abstract](40) [PDF 393KB](6)
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The construrtion technique requirement. the setting out method and the quality checking of the guard barrier for the highway are introduced in this paper. The proposed method of slightly curve setting is easy and convenient.
1994, 8(1): 60-62.
[Abstract](37) [PDF 289KB](6)
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The method of building Surveying in computer mapping is introduced in this paper. Its positional accuracy is discussed, and the basis of providing coordinate probability is studied further more.
1994, 8(1): 63-64,22.
[Abstract](20) [PDF 274KB](8)
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