1 0 0 0 OA 本草綱目

著者
(明)李時珍//撰, (明)李建中//図
出版者
胡承竜
巻号頁・発行日
vol.第5冊(第4巻), 1590

1 0 0 0 OA [師守記] 64巻

著者
中原師守 [著]
巻号頁・発行日
vol.目録, 1339
著者
新井君美
出版者
巻号頁・発行日
vol.[7],

1 0 0 0 OA 金草鞋

著者
十返舎一九 作
出版者
巻号頁・発行日
vol.[2],
巻号頁・発行日
vol.[10] 名主の部, 1000
著者
三宅, 尚斎
出版者
山下利貞写
巻号頁・発行日
vol.[1], 1813

1 0 0 0 OA 太平記

出版者
巻号頁・発行日
vol.[39],

1 0 0 0 OA 群書類従

出版者
巻号頁・発行日
vol.第201-203,
著者
松四,雄騎
出版者
日本地形学連合
雑誌
地形
巻号頁・発行日
vol.25, no.2, 2004-04-25

To study the effect of bedrock permeability on hill morphology, we performed hydrological measurements and a slope stability analysis in the hilly terrains underlain by unconsolidated sandstones and consolidated mudstones around Mt. Kanozan, Boso Peninsula, central Japan. The sandstones provide high round-top hills with the low drainage density, and the mudstones comprise low rugged hills with the high drainage density. The permeabilities of sandstone and mudstone were 2 × 10^<-3> cm/s and 5 × 10^<-6> cm/s respectively. Slope failures in both areas have distinctive features: (1) failure-generating areas in the sandstone hills are confined to the lower parts of steep slopes adjacent to valleys; and (2) the slope failures in the mudstone hills take place almost on convergent hollows locating at the upper part of the hill slopes. The rainfall-runoff characteristics differed in the two areas. No increase in discharge was observed in the sandstone areas even during rainstorms. This implies that vertical percolation and deep groundwater flows are dominant in the sandstone hills. In contrast, rapid runoff and a large peak discharge responsive to rainfall were found in the mudstone areas. This indicates that subsurface storm flows mainly contribute to the discharge in the mudstone hills. A stability analysis on slipped slopes in both sandstone and mudstone areas revealed a difference in their instability mechanisms. Slope failures in the sandstone hills were caused by reduction of soil cohesion as a result of increasing moisture content in the regolith. Slope failures in the mudstone hills result from increasing pore water pressure derived from a rising subsurface water level in the regolith zone. These differences appear to be a result of the different behaviour of percolated water according to the different permeabilities of the two bedrocks. Morphology in the hilly terrains around Mt. Kanozan, such as the relative heights of the ridges, must be controlled by these slope instability mechanisms and locations of the slope failures.

1 0 0 0 OA 毛詩20巻

著者
漢毛亨傳
出版者
風月荘左衞門等刊
巻号頁・発行日
vol.[3], 1749
著者
神田計造 著
出版者
六合書院
巻号頁・発行日
1940

1 0 0 0 OA 八嶋

出版者
巻号頁・発行日
vol.巻肆,
著者
光アライアンス編集委員会 編
出版者
日本工業出版
巻号頁・発行日
vol.2(7), no.10, 1991-07

1 0 0 0 OA 源平盛衰記

出版者
藤本久兵衛
巻号頁・発行日
vol.巻35-36, 1600
著者
内藤耻叟 著
出版者
博文館
巻号頁・発行日
1892

1 0 0 0 OA 丹鶴叢書 30巻

著者
水野忠央 編
出版者
中屋徳兵衛[ほか3名]
巻号頁・発行日
vol.[25], 0000