水田开发渗透抑制的“破碎碾压工法”的基本原理及其应用——日本火山灰土壤水田开发实践和中国砂质土壤室内外研究成果简介

侯彦林, 马场秀和

自然资源学报 ›› 1998, Vol. 13 ›› Issue (1) : 87-91.

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自然资源学报 ›› 1998, Vol. 13 ›› Issue (1) : 87-91. DOI: 10.11849/zrzyxb.1998.01.016
论文

水田开发渗透抑制的“破碎碾压工法”的基本原理及其应用——日本火山灰土壤水田开发实践和中国砂质土壤室内外研究成果简介

  • 侯彦林1, 马场秀和2
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THE FUNDAMENTAL THEORY OF THE CRUSHING COMPACTION METHOD FOR THE PERCOLATION CONTROL IN PADDY FIELD RECLAMATION AND ITS APPLICATION——A BRIEF INTRODUCTION ABOUT THE PADDY FIELD RECLAMATION ON JAPANESE VOLCANIC ASH SOIL AND THE RESULTS OF THE LABORATORY

  • HOU Yanlin1, Hidekazu BABA2
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摘要

介绍日本早在60年代初期火山灰土壤水田开发实践中由岩手大学的研究者们创造和发展的“破碎碾压工法”的基本原理及其应用,并对最近中国砂质土壤渗透抑制的室内外研究结果进行了简单介绍,目的是为漏水性土壤地区水田开发以及土壤防渗工程措施提供借鉴。

Abstract

This paper mainly introduces the fundamental theory of the Crushing Compaction Method and its application. This method was created by the researchers of Iwate University,Japan,in the paddy field reclamation(PFR) on the volcanic ash soil in early 1960s. Meanwhile,the main results of the researches on Chinese sand soils are introduced. The purpose is to provide on example for the PFR and the adoption of the percolation control engineering in the Chinese regions where the soils percolate water.

关键词

“破碎碾压工法” / 水田开发 / 渗透抑制 / 火山灰土壤 / 砂质土壤

Key words

Crushing Compaction Method / paddy field recalmation / percolation control / volcanic ash soil / sandy soil

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侯彦林, 马场秀和. 水田开发渗透抑制的“破碎碾压工法”的基本原理及其应用——日本火山灰土壤水田开发实践和中国砂质土壤室内外研究成果简介[J]. 自然资源学报, 1998, 13(1): 87-91 https://doi.org/10.11849/zrzyxb.1998.01.016
HOU Yanlin, Hidekazu BABA. THE FUNDAMENTAL THEORY OF THE CRUSHING COMPACTION METHOD FOR THE PERCOLATION CONTROL IN PADDY FIELD RECLAMATION AND ITS APPLICATION——A BRIEF INTRODUCTION ABOUT THE PADDY FIELD RECLAMATION ON JAPANESE VOLCANIC ASH SOIL AND THE RESULTS OF THE LABORATORY[J]. JOURNAL OF NATURAL RESOURCES, 1998, 13(1): 87-91 https://doi.org/10.11849/zrzyxb.1998.01.016

基金

日本学术振兴会博士后项目

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