| 000 | 03910nam a2200205#a 4500 | ||
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| 001 | vtls000002356 | ||
| 008 | 230822s1961 xx 000 0 eng d | ||
| 040 | _aJPS | ||
| 090 | 0 | 0 | _aCE 624.15 IND |
| 110 |
_aIND NAT SOC OF SOIL MEC & FDN E. _eissuing body |
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| 245 | 0 | _aSYMPOSIUM ON FOUNDATION ENGINEERING | |
| 260 |
_aNew Delhi: Indian Nat soc of soil Mec & Fdn Eng _c1961 |
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| 300 | _aV paging;illu | ||
| 505 |
_aA. Theory and design of foundations. A1: Swelling pressure vs. bearing capacity of black cotton soil/ A.K.Deb. A2: The determination of the permissible soil pressure by means of bearing capacity calculation and settlement analysis in practices/ Dr.Ing.Gunther. A3: The progress of three-dimensional consolidation in an anisotropy clay stratum/ R.E.Gibson. A4: Studies on the behaviour of building founded on clayey soil/ I.Kasiraj. A5: The influence of the relative stiffness of a foundation on the contact pressure distribution and on the bending moments / Prof.Dr.Ing.Edgar Schultze. A6: A physico-chemical approach to analysis of clay soil behaviour/ Raymond Yong. A7: Settlement characteristic of silt under loading/ Raymond Yong. A8: Differential settlement of a Silo/ Prof J.G.Zietlan. A9: Investigation of swelling pressures of clayey soils/ Soil Mechanics and research divisions. A10: The foundation properties of a stratified sub-soil and determined by models test/A.P.K.Tate. A11: On a problem in pressure distribution in foundation Masonry/ K.T.Sundara Raja Iyengar. A12: Bearing capacity of clay loaded with a Traingular bank of granular material/ B.V.Ranganatham. B.Pile foundations. B1: The resistance to penetration of concrete piles by the stresswave theory/ Donovan H.Lee. B2: Laboratory study on the effects of piling on the shear characteristic of soils/ P/Ray. C: Foundations other than pile foundations. C1: Foundations on rubbish fills/ Jacob Feld. C2: Deep-well foundations for Gowthami Bridge/ T.Achyutta. C3: Factors governing the design and construction of Basement floors in buildings/ G.Durga Prasad. _aC4: Cone penetrometers test and its short comings with reference to founding 132kV.transmission towers in lower West Bengal/ Hem Lal Saha. C5: Foundations for Harduaganj power house/ H.D.Sharma. C6: Preloading for a crane foundation/ Professor J.G.Zeitlen. C7: Behaviour of circular arches on deformable foundations/ K.V.Swaminathan. D. Foundation treatment. D1: Foundation studies for an Earth Dam on lateritic soils/ Dr.B.C.Deb. D2: Foundation treatment of Kota Barrage/ A.N.Harkauli. D3: Treatment for dam foundation by injection/ G.J.Moorhouse. D4: Designing of a dam on a partly impervious and partly pervious foundation/ Dr.V.J.Patel. D5: Preventive work of mud pumping action on the railroad / Norio Takahashi. D6: Treatment by compaction of non-cohesive foundation soils/ H.Walkden. D8: Testing relative efficiency of the measures adopted for foundation treatment for dams by electrical analogy/ Dr.S.D.L.Luthra. D9: A study of uplift pressure distribution for condition of dislocation of sheet piles below a sluice by electrical analogy methods/ Dr.S.D.L.Luthra. E. Machine foundations. E1: Laboratory studies on machine foundations / H.A.Balakrishna Rao. E2: The effects of vibration on settlement/ C.N.Nagaraj. E3: The damping coefficient of vibration of the ballast / Norio Takahashi. E4: An experimental study of the vibration in the track No-1/ Norio Takahashi. E5: Review of literature concerning behaviour of foundations under dynamics loads/ E.T.Selig. F. Miscellaneous. F1: Safety in foundation design/ Jocob Feld. F2: The working methods of a West German University soil mechanics institute/ Professor Dr. Ing.E.Schultze. |
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| 546 | _aENG | ||
| 650 | 1 | 0 | _aFOUNDATION ENGINEERING. |
| 942 | _cMONO | ||
| 990 | _a1961 | ||
| 999 |
_a00787 _a624.15 IND _aVIRTUA00 _aVTLSSORT0080*0900*1000*2450*2600*3000*5050*5051*5460*6500*9040*9490*9900*9993 _c1488 _d1488 |
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| 003 | JPS | ||