修正“抗疏力长期强度日不落定律”
敬启培
2023年8月28日
2014年10月,由敬启培发现的“抗疏力长期强度日不落定律”,在其专著《清水环境—抗疏力环境治理》中正式公布。该书由世界著名地质灾害防治专家、博士生导师黄润秋教授作序,四川科学技术出版社出版发行。
敬启培经过近十年的研究与探索,该定律内容有了进一步扩展,根据目前的研究结果,对该定律予以修正。
原 名:抗疏力长期强度日不落定律
现 名:抗疏力土长期性质日不落定律
原文内容:
抗疏力土体,在不遭到破坏的情况下,其强度与时间和受到的压力成正比。这一现象被称为:抗疏力长期强度日不落定律(简称:日不落定律)。
抗疏力长期强度和时间、压力的关系,可以用下图表示:
修正内容:
抗疏力土,在不遭到破坏的情况下,其密度、强度、防渗性、稳定性与时间和受到的压力成正比。这一现象被称为:抗疏力土长期性质日不落定律(简称:日不落定律)。
抗疏力土长期性质与时间、压力的关系,可以用下图表示:
原文内容:
从日不落曲线可看出:
1.抗疏力土体的长期强度永无疲劳,即:τ0 <τ∞ ;
2.在相同的时间内,压力越大抗疏力土体的强度提高越快。
修正内容:
从日不落曲线可看出:
1.抗疏力土长期性质永无疲劳,以密度为代表,即D0 < D∞ ;
2.在相同的时间内,压力越大,抗疏力土的密度及另三项指标提高越快。
Original Content
In the case of non-destruction, the intensity of consolid soil is proportional to time and the applied force acting on the consolid soil.
This phenomenon is known as CONSOLID Law of Ascending Long-term Intensity, referred to as Law of Ascending.
The relationship between long-term intensity of consoled soil, time and the applied force acting on the consolid soil is shown in Figure A.
In ascending curve is:
1. τ0 < τ∞
2. At the same time, the greater the pressure intensity of consolid soil increased faster.
Correction Content
CONSOLID SOIL LAW
OF ASCENDING LONG-TERM NATURE
In the case of non-destruction, density, intensity, impermeability and stability of consolid soil is proportional to time and the applied force acting on the consolid soil.
This phenomenon is known as Consolid Soil Law of Ascending Long-term Nature, referred to as Law of Ascending.
The relationship between long-term nature of consoled soil, and time and the applied force acting on the consolid soil is shown in the Figure.
In ascending curve is:
1. The long-term nature of consolid soil is never fatigued,
represented by density,D0 < D∞
2. In the same time, the greater the pressure, the faster the density of the soil and other three indexes increase.
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