SU690127A1 - Earth-filled structure - Google Patents

Earth-filled structure

Info

Publication number
SU690127A1
SU690127A1 SU782596380A SU2596380A SU690127A1 SU 690127 A1 SU690127 A1 SU 690127A1 SU 782596380 A SU782596380 A SU 782596380A SU 2596380 A SU2596380 A SU 2596380A SU 690127 A1 SU690127 A1 SU 690127A1
Authority
SU
USSR - Soviet Union
Prior art keywords
mound
soil
pipe
earth
plastic layer
Prior art date
Application number
SU782596380A
Other languages
Russian (ru)
Inventor
Виктор Фролович Илюшин
Original Assignee
Ilyushin Viktor F
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ilyushin Viktor F filed Critical Ilyushin Viktor F
Priority to SU782596380A priority Critical patent/SU690127A1/en
Application granted granted Critical
Publication of SU690127A1 publication Critical patent/SU690127A1/en

Links

Description

(54) ЗЕМЛЯНОЕ СООРУЖЕНИЕ(54) GROUND CONSTRUCTION

Выполн ют сооружение следующим образом. На подготовленном основании 2 возвод т трубу 3 и отсыпают сло ми насыпь 1. Слои насыпи уплотн ют. При этом над трубой призму грунта шириной 6 н высотой Hf не уплотн ют, или уплотн ют частично.Perform the construction as follows. On the prepared base 2, pipe 3 is erected and poured into layers by embankment 1. The layers of the embankment are compacted. At the same time, over a pipe, a prism of soil with a width of 6 n in height Hf does not condense, or partially condenses.

Работает конструкци  следующим об разом.The construction works as follows.

В процессе возведени  и после окончани  возведени  насыпи в ней образуютс  осадки. При этом, благодар  меньшей плотности грунта в призме 4, расположешюй над трубой, ее осадки будут более интенсивными, чем у остального тела насыпи. Благодар  этому сипы трени  по вертикальным плоскост м скольжени , касательным к боковым плоскост м трубы, будут приложены от надтрубной призмы грунта 4 к основному телу насыпи 1,- и надтрубна  призмаDuring the construction process and after the completion of the construction of the embankment, precipitates are formed in it. At the same time, due to the lower density of the soil in the prism 4, located above the pipe, its sediments will be more intense than the rest of the embankment body. Due to this, the friction points along the vertical glide planes, tangent to the side planes of the pipe, will be applied from the suprapipe prism of the soil 4 to the main body of embankment 1, and the suprapipe prism

VvXX у;  VvXX y;

Claims (1)

Грунта будет зависать в теле насыпи, разгружа  при этом трубу 3. Формула изобретени The soil will hang in the body of the mound, while discharging the pipe 3. Invention formula земл ное сооружение, включающее насыпь и расположенную под насыпью жесткую трубу, на верхней внепдаей поверхности которой расположен пластичный слой, отличающеес  тем что, с целью уменьшени  вертикального давлени  грунта насыпи на трубу, плас .тичный слой выполнен в виде призмы грунта с объемным весом меньшим, чем объемный вес грунта всей насыпи.an earth structure comprising a mound and a rigid pipe located under the mound, on the upper non-surface of which a plastic layer is located, characterized in that, in order to reduce the vertical pressure of the mound soil on the pipe, the plastic layer is made in the form of a soil prism with a bulk weight less, than the bulk weight of the soil of the entire mound. Источники информации, прин тые во внимание при экспертизеSources of information taken into account in the examination 1,Справочник по гидротехнике, Госстройиздат , М,, 1955, с, 731.1, Handbook of Water Engineering, Gosstroyizdat, M, 1955, p. 731. 2,За вка № 2555901/29-33,2, Application No. 2555901 / 29-33, кл. Е О2 D 29/10, 19.12.77., то которой прин то решение о выдаче авторского Свидетельства.cl. E O2 D 29/10, 19.12.77., Then which the decision to issue the author's certificate was made.
SU782596380A 1978-01-30 1978-01-30 Earth-filled structure SU690127A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU782596380A SU690127A1 (en) 1978-01-30 1978-01-30 Earth-filled structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU782596380A SU690127A1 (en) 1978-01-30 1978-01-30 Earth-filled structure

Publications (1)

Publication Number Publication Date
SU690127A1 true SU690127A1 (en) 1979-10-05

Family

ID=20756090

Family Applications (1)

Application Number Title Priority Date Filing Date
SU782596380A SU690127A1 (en) 1978-01-30 1978-01-30 Earth-filled structure

Country Status (1)

Country Link
SU (1) SU690127A1 (en)

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