scholarly journals Soil Nailing in Dublin Boulder Clay

2013 ◽  
Vol 32 (6) ◽  
pp. 1427-1438
Author(s):  
C. O. Menkiti ◽  
M. Long ◽  
G. W. E. Milligan ◽  
P. Higgins
Keyword(s):  
Soil Nailing ◽  
Boulder Clay

Study of Seismic Design Method for Slope Supporting Structure of Soil Nailing

2013 ◽  
Vol 353-356 ◽  
pp. 2073-2078
Author(s):  
Tian Zhong Ma ◽  
Yan Peng Zhu ◽  
Chun Jing Lai ◽  
De Ju Meng
Keyword(s):  
Seismic Design ◽  
Calculation Method ◽  
Retaining Wall ◽  
Earth Pressure ◽  
Calculation Model ◽  
Soil Nailing ◽  
Case Record ◽  
Analysis And Design ◽  
Supporting Structure ◽  
Earthquake Action

Slope anchorage structure of soil nail is a kind of economic and effective flexible slope supporting structure. This structure at present is widely used in China. The supporting structure belong to permanent slope anchorage structure, so the design must consider earthquake action. Its methods of dynamical analysis and seismic design can not be found for the time being. The seismic design theory and method of traditional rigidity retaining wall have not competent for this new type of flexible supporting structure analysis and design. Because the acceleration along the slope height has amplification effect under horizontal earthquake action, errors should be induced in calculating earthquake earth pressure using the constant acceleration along the slope height. Considering the linear change of the acceleration along the slope height and unstable soil with the fortification intensity the influence of the peak acceleration, the earthquake earth pressure calculation formula is deduced. The soil nailing slope anchorage structure seismic dynamic calculation model is established and the analytical solutions are obtained. The seismic design and calculation method are given. Finally this method is applied to a case record for illustration of its capability. The results show that soil nailing slope anchorage structure has good aseismic performance, the calculation method of soil nailing slope anchorage structure seismic design is simple, practical, effective. The calculation model provides theory basis for the soil nailing slope anchorage structure of seismic design. Key words: soil nailing; slope; earthquake action; seismic design;

scholarly journals Discussion on the Displacement and Stability of The Soil Nailing

2020 ◽  
Vol 510 ◽  
pp. 052012
Author(s):  
Hai-ying Hu ◽  
Yu-cheng Zhang ◽  
Cai-yuan Chen
Keyword(s):  
Soil Nailing

2. On a Roche Moutonneé on the summit of the range of hills separating Loch Fyne and Loch Awe. In a letter from the Duke of Argyll.

1857 ◽  
Vol 3 ◽  
pp. 459-463
Author(s):  
Forbes
Keyword(s):  
Frequent Occurrence ◽  
Present Level ◽  
Coast Line ◽  
Boulder Clay

Polished and rounded surfaces of rock are, under their more ordinary conditions, of very frequent occurrence in Argyllshire. By “their more ordinary conditions,” I mean principally two—viz., Where they occur on the existing coast-line, either at, or not far above the present level of the sea; secondly, Where they occur in valleys, or the lower flanks of the hills,—whether under the boulder clay, or on surfaces naturally exposed.

Study on the Calculation Method of Soil-Nailing for High Soil Slope Based on the Logarithmic Spiral Slippery Fracture

2011 ◽  
Vol 261-263 ◽  
pp. 1709-1713
Author(s):  
Meng Yang ◽  
Xiao Min Liu
Keyword(s):  
Mathematical Model ◽  
Stability Analysis ◽  
Engineering Design ◽  
Calculation Method ◽  
Logarithmic Spiral ◽  
Soil Nailing ◽  
Soil Slope ◽  
Mode Pattern ◽  
Shear Function

This paper introduces a new failure mode pattern of soil slope – the logarithmic spiral slippery fracture. A mathematical model for the logarithmic spiral slippery fracture is established, taking the anti-shear function of the soil-nailing into consideration. The shear of soil-nailing, axial force, and the safety coefficients based on the limiting equilibrium method are derived, leading to an accurate stability analysis of the strengthening of soil slope. A case study shows that the anti-shear function of the soil-nailing can be significant and should not be ignored in engineering design.

scholarly journals Marine Boulder Clay, and other Deposits

Nature ◽  
1875 ◽  
Vol 11 (277) ◽  
pp. 306-306
Author(s):  
J. W. DAWSON
Keyword(s):  
Boulder Clay

The engineering geology and characterization of Dublin Boulder Clay

2005 ◽  
Vol 38 (2) ◽  
pp. 171-187 ◽  
Author(s):  
J. Skipper ◽  
B. Follett ◽  
C.O. Menkiti ◽  
M. Long ◽  
J. Clark-Hughes
Keyword(s):  
Engineering Geology ◽  
Boulder Clay

scholarly journals I.—On the Distribution beyond the Tertiary Districts of White Clays and Sands subjacent to the Boulder-clay Drifts

1867 ◽  
Vol 4 (36) ◽  
pp. 241-251 ◽  
Author(s):  
George Maw
Keyword(s):  
North Wales ◽  
Boulder Clay ◽  
Geological Magazine

The object of the following paper is to record some further observations on the distribution in North Wales of deposits of White Clays and Sands older than the Boulder-clay and its accompanying gravel drifts, similar to those in the neighbourhood of Llandudno, described in the Geological Magazine of May, 1865, and also to give a condensed summary of what records I have been able to collect of the occurrence of similar deposits in other parts of the kingdom.

Sign in / Sign up

Export Citation Format

Share Document