1996 Vol. 10, No. 1

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1996, 10(1): 1-5,21.
[Abstract](34) [PDF 595KB](6)
Abstract:
The application of soil nailing wall in the deep excavation support and some problems shuold be noted in construction is introduced in this paper. And the monitored displacement results of the excavation slope are analysed.
1996, 10(1): 6-9.
[Abstract](24) [PDF 384KB](4)
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1996, 10(1): 10-12.
[Abstract](27) [PDF 238KB](7)
Abstract:
The technique of soli nailing wall has characteristics of economic and convenient in slope revetment. Its application in Beijing area in not widely. The preliminary researches about the engineering design based on the author's experiences in the soil nailing wall revetment engineering in recent years are given in this paper.
1996, 10(1): 13-19.
[Abstract](25) [PDF 609KB](4)
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1996, 10(1): 19-21.
[Abstract](24) [PDF 227KB](4)
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The probability statistical method for forecasting the settlement of the pile foundation of high building is proposed based on the statistical analysis to the settlements of the pile foundation about 30 high buildings in Shanghai area in this paper.
1996, 10(1): 22-25.
[Abstract](35) [PDF 462KB](6)
Abstract:
The investigation method, selection and the stability evaluation of the water-tight wall of the tailings house in the soft ground introduced in this paper based on the investigation of the water-tight wall of the tailings house of the gold are in Sanshan Island.
1996, 10(1): 25-28.
[Abstract](40) [PDF 295KB](4)
Abstract:
The eolian sand has special engineering characteristics. The subject how to strengthen the desert ground has been concerned recently. A new stabilizating method of the desert loose soil, i.e. the geoweos cushion and the effect is presented in this paper by the engineering practice.
1996, 10(1): 29-32.
[Abstract](34) [PDF 400KB](4)
Abstract:
The characteristics of loessial saline soil in Xining area are summarised in this paper. The harmfulness of the saline soil ground on buildings are expounded by examples in 3 aspects.And some views and suggestions are proposed.
1996, 10(1): 33-36.
[Abstract](23) [PDF 386KB](4)
Abstract:
On the based of loading test results of piles, soils and cement-lime-soil-column foundation, the coefficient of bearing capacity K1 and K2, which used in the calculation formula of bearing capacity was got firstly. The calculation formula of CLSC foundation was discussed in this paper.
1996, 10(1): 36-40.
[Abstract](31) [PDF 479KB](3)
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1996, 10(1): 41-45.
[Abstract](27) [PDF 526KB](6)
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1996, 10(1): 46-49,59.
[Abstract](21) [PDF 433KB](4)
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The restricts of the non-steady method with multinomial of higher degree to fit irregular curve of p-s in the data treatment of load test are analysed and the feasibility of the tensionspline calculative model to fit the irregular curve of p-s is discussed in this paper. It is shown that the better model to fit the curve of p-s by engineering practices.
1996, 10(1): 50-53.
[Abstract](36) [PDF 365KB](6)
Abstract:
The application of the long paper boring in the lowering in the stratum of fine grain in Beijing is introduced in this paper.
1996, 10(1): 54-56,45.
[Abstract](26) [PDF 464KB](3)
Abstract:
The application of the AUTOLISP on computer assisted drafting of hydrogeology is introduced in this paper. The results can be shown directiy, figuratively and clearly by the computer.
1996, 10(1): 57-59.
[Abstract](39) [PDF 328KB](3)
Abstract:
The requirements for the numerical map of the CAD system of plan and design and the simple activity process of the plan and design are briefly introduced in this paper. So provided information for producing the numerical map driectly for the use of plan and design.
1996, 10(1): 60-64.
[Abstract](42) [PDF 489KB](3)
Abstract:
The method of the coordinate calculation of intersection points when the building consisted of linear or circular cutting cross the curve of highway is discussed in this paper. This method has characteristics of the principle is simple, the calculation process is direct and quite suitable for computer program.

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