Analysis of Monitoring and Numerical Simulation on Anchor Force of Foundation Pit

• Autorzy: Wang G. , Zhang Q. , Huang X. , Tu X.

Warianty tytułu

PL

Symulacje i analiza danych monitorowania sił kotwiczących w głębokich fundamentach

• Języki publikacji: EN

Abstrakty

EN

Pile anchor supporting structure is a common method in deep foundation pit engineering. To a certain extent, anchor forces can reflect the earth pressure acting on the supporting structures. In the process of the deep foundation pit construction, the layers with different types of groundwater are often encountered. Improper control of groundwater may lead to engineering safety problems and many other cases which can cause bad effects on the surrounding environment. Therefore, it is of practical significance to conduct the optimal designs for supporting structures of deep foundation pit by monitoring the anchor forces in-situ. Through studying and analyzing the monitoring data, the earth pressure’s magnitude and distribution law can be further understood. In this paper, foundation pit engineering is taken as a base, a whole monitoring of the actual anchor forces is made in the process of tensioning, locking and working of anchors, and the monitoring data is analyzed. A numerical analysis based on the fluid-solid coupling theory of unsaturated soil is performed, and tests of the soil water characteristic curve (SWCC) for typical unsaturated soil are carried out. Finally, the test results are applied to numerical analysis. The results of anchor forces calculated by considering the coupled condition and ignoring the groundwater’s effect are compared with the monitoring results of engineering site. The comparison indicates that numerical results are inconsistent with measured results. The numerical results are close to the measured results only when the fluid-solid coupling theory of unsaturated soil is considered.

PL

W artykule przedstawiono wyniki badań dotyczących budowy głębokich fundamentów oraz ich utrzymania, w odniesieniu do ich odporności na pojawiające się czynniki (siły) zewnętrzne. Analizie poddano dane dotyczące sił kotwiczących fundamentów, zapewniających stabilność budowli, a w szczególności tzw. roztwór glebowy. Otrzymane wyniki zostały porównane z wynikami badań nie uwzględniającymi roztworu glebowego oraz wielkościami pomierzonymi. W ten sposób wykazano duży wpływ tego czynnika na wyniki analiz.

Słowa kluczowe

EN

sensors; anchor forces; numerical simulation; soil-water characteristic curve

PL

czujniki; siła kotwicząca; symulacja numeryczna; charakterystyka roztworu glebowego

• Wydawca: Wydawnictwo SIGMA-NOT
• Czasopismo: Przegląd Elektrotechniczny
• Rocznik: 2013
• Tom: R. 89, nr 3b
• Strony: 216--220
• Opis fizyczny: Bibliogr. 5 poz., tab., wykr.

Twórcy

autor

Wang G.

• School of Engineering and Technology, China University of Geosciences (Beijing), Beijing 100083, China

autor

Zhang Q.

• College of agriculture and civil engineering, Beijing University of Technology, Beijing 100124, China

autor

Huang X.

• School of engineering and technology, China University of Geosciences (Beijing), Beijing, 100083, China

autor

Tu X.

• School of engineering and technology, China University of Geosciences (Beijing), Beijing, 100083, China

Bibliografia

• [1] Zhang Q.X., Han Y.S., Fan S.F., Measurements and Analysis of Anchor Force in The Retaining Structure of TU-CHENG Foundation Pit Project, Journal of Beijing University of Technology, 35(2009), No. 12, 1614-1618.
• [2] Zhang Q.X., Fan S.F., Wang L., Measurements and Numerical Simulation of Stress in Anchors of Tucheng Project, Geotechnical Engineering Technique, 22 (2008), No. 2, 67-70.
• [3] Zhang Z.M.,Ground water and basement engineering, Architecture industry publishing house of China, Beijing (2001).
• [4] Fredlund D.G., Xing A., Equations for the soil-water characteristic curve, Canadian Geotechnical journal, 31(1994) , No. 3, 521- 532.
• [5] GEO-SLOPE International Ltd, Stress-Deformation Modeling with SIGMA/W 2007, Second Edition, (2007).