SU1213129A1 - Apparatus for sheat testing of frozen soil and ice - Google Patents

Apparatus for sheat testing of frozen soil and ice Download PDF

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Publication number
SU1213129A1
SU1213129A1 SU843769012A SU3769012A SU1213129A1 SU 1213129 A1 SU1213129 A1 SU 1213129A1 SU 843769012 A SU843769012 A SU 843769012A SU 3769012 A SU3769012 A SU 3769012A SU 1213129 A1 SU1213129 A1 SU 1213129A1
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SU
USSR - Soviet Union
Prior art keywords
ice
testing
shear
sheat
frozen soil
Prior art date
Application number
SU843769012A
Other languages
Russian (ru)
Inventor
Геннадий Петрович Бровка
Иван Иванович Романенко
Original Assignee
Институт Торфа Ан Бсср
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
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Priority to SU843769012A priority Critical patent/SU1213129A1/en
Application granted granted Critical
Publication of SU1213129A1 publication Critical patent/SU1213129A1/en

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Description

Изобретение относитс  к области исследовани  физико-механических свойств грунта и может быть использовано дл  определени  сдвиговых характеристик мерзлых грунтов и льда в лабораторных и полевых услови х .The invention relates to the field of studying the physicomechanical properties of the soil and can be used to determine the shear characteristics of frozen soils and ice in laboratory and field conditions.

Целью изобретени   вл етс  повышение точности определени  сдвиговых характеристик исследуемых материалов , надежности и упрощение конструкции .The aim of the invention is to improve the accuracy of determining the shear characteristics of the materials under study, reliability and simplify the design.

На фиг. 1 изображено предлагаемое устройство, разрезJ на фиг.2 - разрез А-А на фиг. 1.FIG. 1 shows the proposed device, section J in FIG. 2 is section A-A in FIG. one.

Устройство дл  испытани  мерзлых грунтов и льда на сдвиг содержит раму 1, установленную на столе 2, рабочую камеру, состо щую из неподвижных обойм 3 и 4 и подвижной обой мы 5, соединенной т гами 6 с наружной обоймой подшипников 7 качени , установленных на оси.8. В обоймах размещен образец 9 исследуемого материала , нагружаемый нормальной наг рузкой N. через штамп 10 и сдвигающей нагрузкой Р через шток 11, соединенный с подвижной обоймой 5 при помощи пальца 12. Механизмы дл  приложени  нагрузок (не показаны) могут быть любыми из известных, наThe device for testing frozen ground and ice for shear comprises a frame 1 mounted on a table 2, a working chamber consisting of stationary collars 3 and 4 and a movable wall 5, connected by means of 6 rollers 7 mounted on an axle. eight. Sample 9 of the material under investigation is placed in cages, loaded with normal load N through a punch 10 and a shear load P through a rod 11 connected to a movable casing 5 with a finger 12. Mechanisms for applying loads (not shown) can be any of the known

213129213129

пример гидродомкрат, винт, пневмо- чкамера и др.example: hydraulic jack, screw, pneumatic chambers, etc.

Устройство работает следующим образом.The device works as follows.

5 В рабочую камеру помещают образец 9 мерзлого грунта или льда. Необходимьй зазор С между подвижной и неподвижными обоймами рабочей камеры обеспечивают,установкой прокладок 10 требуемой толщины между корпусом и фланцами неподвижных обойм.5 A sample of frozen ground or ice is placed in the working chamber. The necessary clearance C between the movable and fixed collars of the working chamber is ensured by installing gaskets 10 of the required thickness between the casing and the flanges of the fixed collars.

Затем образец 9 нагружают осевой нагрузкой N, нормальной к поверхности сдвига, через штамп 10. Сдвигаю- tS щее усилие Р передают на подвижную обойму 5 через шток 11 сдвигающего механизма и палец 12 и измер ют сило- измерителем (не показан). Сопротивление сдвигу TCO мерзлого Г рунта 20 или льда определ ют по формулеThen, the sample 9 is loaded with an axial load N, normal to the shear surface, through the punch 10. The shifting force P is transmitted to the moving case 5 through the pivot shaft 11 and the pin 12 and measured with a meter (not shown). The resistance to shear of TCO of frozen Grunt 20 or ice is determined by the formula

S S

грgr

TTd TTd

2525

30thirty

где d - диаметр образца,where d is the diameter of the sample

ТГ- 3,14.TG - 3.14.

Применение устройства позвол ет повысить точность определени  характеристик сдвига мерзлых грунтов и льда путем исключени  трени  между подвижной и неподвижной част ми прибора.The use of the device improves the accuracy of determining the shear characteristics of frozen soils and ice by eliminating friction between the mobile and stationary parts of the device.

Ф1а,1F1a, 1

вниипиvniipi

Тираж 642Circulation 642

Заказ 756/40 ПодписноеOrder 756/40 Subscription

Филиал imn Патент, г.Ужгород, ул.Проектна , 4Branch imn Patent, Uzhgorod, Proektna St., 4

Claims (1)

УСТРОЙСТВО ДЛЯ ИСПЫТАНИЯ МЕРЗЛЫХ ГРУНТОВ И ЛЬДА НА СДВИГ, содержащее раму, рабочую камеру, состоящую из трех соосно расположенных обойм, средняя из которых выполнена подвижной, механизмы для создания давления и измерения деформаций, отличающееся тем, что, с целью повышения точности определения сдвиговых характеристик исследуемых материалов, надёжности и упрощения конструкции, на раме при помощи горизонтальной оси смонтирован подшипник качения, с наружной обоймой которого жесткими · тягами соединена подвижная обойма рабочей камеры.A DEVICE FOR TESTING FROZEN SOILS AND ICE ON SHEAR, containing a frame, a working chamber, consisting of three coaxially arranged holders, the middle of which is movable, mechanisms for creating pressure and measuring deformations, characterized in that, in order to improve the accuracy of determining the shear characteristics of the studied materials, reliability and simplification of the design, a rolling bearing is mounted on the frame using a horizontal axis, with an outer cage of which a movable cage of the working chamber is connected by rigid rods. ' Фиг.1'Figure 1 SU (11)1213129 >SU (11) 1213129>
SU843769012A 1984-07-13 1984-07-13 Apparatus for sheat testing of frozen soil and ice SU1213129A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU843769012A SU1213129A1 (en) 1984-07-13 1984-07-13 Apparatus for sheat testing of frozen soil and ice

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU843769012A SU1213129A1 (en) 1984-07-13 1984-07-13 Apparatus for sheat testing of frozen soil and ice

Publications (1)

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SU1213129A1 true SU1213129A1 (en) 1986-02-23

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SU843769012A SU1213129A1 (en) 1984-07-13 1984-07-13 Apparatus for sheat testing of frozen soil and ice

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102313673A (en) * 2011-08-04 2012-01-11 北京交通大学 Full-automatic, digital and large frozen soil direct shear apparatus
CN106840850A (en) * 2017-03-08 2017-06-13 苏州汇才土水工程科技有限公司 One Multifunctional Frozen triaxial apparatus with digital picture e measurement technology

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Авторское свидетельство СССР № 960376, кл. Е 02 D 1/02, 1982. Авторское свидетельство СССР № 557291, кл. Е 02 D 1/00, 1973. *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102313673A (en) * 2011-08-04 2012-01-11 北京交通大学 Full-automatic, digital and large frozen soil direct shear apparatus
CN102313673B (en) * 2011-08-04 2012-12-26 北京交通大学 Full-automatic, digital and large frozen soil direct shear apparatus
CN106840850A (en) * 2017-03-08 2017-06-13 苏州汇才土水工程科技有限公司 One Multifunctional Frozen triaxial apparatus with digital picture e measurement technology
CN106840850B (en) * 2017-03-08 2019-05-31 苏州汇才土水工程科技有限公司 One has the Multifunctional Frozen triaxial apparatus of digital picture measuring technique

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