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Experimental investigation of two-row retaining walls constructed from cast-in-place piles

  • Foundation Engineering
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

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Literature cited

  1. L. K. Ginzburg, Slope Stabilizing Structures [in Russian], Stroiizdat, Moscow (1979).

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  2. V. B. Shakhirev, "Analysis of horizontally loaded piles," Trudy BashNIIstroya, No. VIII, Ufa (1968).

  3. A. S. Buslov, "Experimental investigation of pile behavior under horizontal loading," Trudy KhabNITa, No. 32, Transport, Moscow (1968).

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  4. Manual of Design of Statically Indeterminate Reinforced Concrete Structures [in Russian], Stroiizdat, Moscow (1975).

  5. K. S. Zavriev and G. S. Shpiro, Bridge Pier Deep Foundation Design [in Russian], Transport, Moscow (1970).

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Authors
  1. O. V. Karasev
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  2. V. I. Berman
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  3. A. A. Tsesarskii
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Additional information

Kiev Branch, All-Union Scientific-Research Institute of Hydraulic Engineering and Sanitation. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 6, pp. 9–11, November–December, 1983.

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Karasev, O.V., Berman, V.I. & Tsesarskii, A.A. Experimental investigation of two-row retaining walls constructed from cast-in-place piles. Soil Mech Found Eng 20, 231–235 (1983). https://doi.org/10.1007/BF01716391

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  • DOI: https://doi.org/10.1007/BF01716391

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