RTRI REPORT, Vol.10 No.6 June 1996 |
| REVIEW | ||
| Changes and a Future Perspective on Foundation Design Method | ||
| A.NISHIMURA (1) | ||
| PAPERS | ||
| An Experimental Study on the Strength of Pile Cap for Caisson Foundation | ||
| S.TANAMURA, T.WATANABE, A.NISHIMURA, M.SHIMOMURA (7) | ||
| Fundamental study for Designing Pretensioned Spun High Strength Concrete Piles | ||
| K.NISHIKAWA, T.WATANABE (13) | ||
| Experimental Study on Shear Reinforcement of Reinforced Concrete footings | ||
| T.WATANABE, Y.TANIMURA, K.NISHIKAWA, D.TSUKISHIMA (19) | ||
| Characteristics of Bearing Capacity of Foundations Supporting Service Bridges | ||
| O.MURATA, M.NISHII (25) | ||
| A Study on Design Method of Foudation under Large-Size Earthquakes | ||
| A.NISHIMURA, S.TANAMURA (31) | ||
| ANOTHER PAPERS | ||
| Statistical Rainfall Risk Estimating Method for the Surface Collapse of a Cut Slope | ||
| T.SUGIYAMA, H.MURAISHI (37) | ||
| Discrimination of collapse shape and Statistical Rainfall Risk Estimating Method | ||
| T.SUGIYAMA, H.MURAICHI (43) | ||
| A Study in Compaction Management for Embankment With Sandy soil | ||
| E.SEKINE, S.YAZAKI (49) | ||