1994 Vol. 8, No. 2

  Previous Issue | Next Issue 
Display Method:
1994, 8(2): 1-2,16.
[Abstract](31) [PDF 354KB](10)
Abstract:
1994, 8(2): 3-6.
[Abstract](31) [PDF 386KB](4)
Abstract:
The Determination of the properties and bear capacity of the soil layer sedimented rhythmically with the clayey soil and silty sand, which widely exists between the clayey soil and sandy soil,is discussed. The method of the soil naming and the determination of the bear capacity for two kinds of soil exist in interbedding following the current criterion is produced in this paper.
1994, 8(2): 7-11.
[Abstract](40) [PDF 377KB](2)
Abstract:
On the basis of discussing the fractured rock mass's permeability tensor, the formula of fractured rock mass's permeability tensor and its normal stress was obtained with the test deformating curve of fractured concrete block. And the affection of fractured rock mass's permeability tensor was simply discussed with rock mass stresses change.
1994, 8(2): 12-16.
[Abstract](32) [PDF 453KB](4)
Abstract:
The Calculative method of bearing capacity of composite foundation with material is proposed by using the results of pressuremeter test. And several problems are discussed in this paper.
1994, 8(2): 17-20.
[Abstract](34) [PDF 423KB](5)
Abstract:
A bearing capacity formula of the semi-stiff pile composite foundation under vertical load was proposed by analyzing the properties of flexibity pile composite foundation and semi-stiff pile composite foundation, Which was verified by engineering cases.
1994, 8(2): 20-23.
[Abstract](40) [PDF 458KB](3)
Abstract:
The construction technology of drilling borehole、mud preparing and concrete grouting are introduced in this paper. Analysed in detail about how to control the construction quality from technique opinion and corresponding technical measurements are proposed in this paper.
1994, 8(2): 24-28,39.
[Abstract](48) [PDF 541KB](6)
Abstract:
The engineering geological characteristics of ground soils in Shanghai Pudong area is analysed in this paper. The geological structure is divided by the soil combination and the architectural suitability is appraised.
1994, 8(2): 29-33.
[Abstract](45) [PDF 488KB](2)
Abstract:
A useful formula for the prediction of the displacement of xintan landslide is set up according to the theory of quantification. It is found that the effection of rainfall, the configuration of the interface of the bedrock and the depth of the talus deposit are main affecting fact ors. This conclusion has significant to strengthen xintan slope which, slidden.
1994, 8(2): 34-39.
[Abstract](32) [PDF 631KB](3)
Abstract:
The type and properties of the foamer are researched in this paper. The factors affecting its properties are analysed, and the method to lest the properties is proposed.
1994, 8(2): 40-43.
[Abstract](46) [PDF 377KB](2)
Abstract:
For really reflecting the changing rule of groundwater state and realizing the factors afflectlng the state changing, the quantity calculation is done to the complex state changing rule by using mathematical statistic method based on the quality analyse to groundwater state in this paper.
1994, 8(2): 44-46.
[Abstract](40) [PDF 335KB](2)
Abstract:
To solve the precision of the specification design of special ground line pipe in the city is researched in theory in this paper. It has very significant in working and teaching.
1994, 8(2): 47-49.
[Abstract](37) [PDF 288KB](5)
Abstract:
The experiences about the setting of the observing points of rising in deep foundation and the time of the final rising observing are introduced in this paper.
1994, 8(2): 50-52.
[Abstract](44) [PDF 252KB](2)
Abstract:
The relations of the results between classic coordinate adjustment and adjustment with virtual weight used to the same order net is discussed in detail in this paper. It is shown that the adjustment with virtual weight is fit for the same order net through a practical example.
1994, 8(2): 53-54,43.
[Abstract](29) [PDF 297KB](2)
Abstract:
The calculation of the random characterise of the direction of marking elevation by thickened contour is discussed in this paper. And marking elevation towords the highest point is realized.
1994, 8(2): 55-60.
[Abstract](96) [PDF 581KB](2)
Abstract:
The practice of foundation constructing and surveying of the architectural engineering is summarized in this paper.lt has some practical use and can give technician some conferences.
1994, 8(2): 61-64.
[Abstract](33) [PDF 446KB](3)
Abstract:
Based on the developement of the software for engineering geological profile, that the optimizing of data base mode and the optimizing of the overall design idea are the material optimizing of software for engineering geological profile is discussed and the specific optimizing scheme is given in this paper.

Copyright © Geotechnical Engineering Technique京ICP备12043220号-2

Address：No.79 Xibianmen Inner Street (Xibianmennei Dajie), Xicheng District, 100053, Beijing, P. R. China（100053）Tel：010-83117072 / 010-83196888Fax：（010）83117582Email：get099@263.net

Supported by: Beijing Renhe Information Technology Co. Ltd