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US3673807A Expired / Lapsed US ⏱️ 0.0 years remaining

Method of controlling long term safety of underground entry system by regulating formation of stress envelopes

Assignee: Individual
•
Filing: 1970-11-25
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Granted: 1972-07-04
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Expires: 1990-11-25
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Abstract

Abstract The long term safety of underground rooms excavated in weak ground media which are subjected to large overburden and lateral earth pressures is regulated by controlling the formation of stress envelopes embracing an entry system. Within the entry system the rooms to be protected are placed parallel to the relief openings which are specifically designed to fail. An entry system designed with a predetermined safety period up to infinity is used for making extensive underground excavations safe and economical by supporting the overburden with an orderly development of stress envelopes. In order to create an entry system with a protected room or rooms, two relief openings are first excavated for the purpose of forming primary stress envelopes around the individual relief openings, then one or more protected rooms are excavated between the relief openings in such a manner that the primary envelopes are quickly transformed into a single secondary stress envelope which embraces the entire group of relief openings and protected rooms. A stress relieved zone is thereby created inside the secondary envelope which acts as a stable lining, forming a tubular shield against rock deterioration at the inside boundary of the stress envelope. The envelope supports the overburden and lateral earth pressures. Besides the protection of underground rooms, the stress envelopes may be utilized to control deformation and subsidence of the ground over a mined-out area by creating large protective stress envelopes in the main body of the overburden formation in the same manner as for the protection of underground rooms.

Inventors

  • 👤 Shosei Serata

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-05 19:13
CPC Classifications
E; E21; E21D; E21D9/00; E21C; E21C41/00; E21C41/16

Claims Analysis

Total Claims: 9
Claim 1
Independent Claim 170 words
A method of controlling long term safety on an underground entry system comprising the steps of preliminarily forming two relief openings in an underground medium between which a prospective protected room is to be formed to develop a primary stress envelope about each relief opening; and subsequently forming said protected room in said medium between said two relief openings to define yield pillars therebetween, each relief opening having a primary stress envelope therearound and said pillars being of a size to yield readily without failure to thereby quickly transform said primary stress envelopes about said relief openings and protected room into a single secondary stress envelope encompassing the entire group of said relief openings and protected room with a stress relieved zone within the entire media encompassed by said secondary stress envelope, whereby the secondary stress envelope stably supports the overburden and lateral earth pressure about the protected room and the stress relieved zone forms a tubular shield agaiNst rock deterioration along the inside boundary of the secondary stress envelope.
Claim 2
Independent Claim 170 words
A method of controlling long term safety on an underground entry system comprising the steps of preliminarily forming two relief openings in an underground medium between which a prospective protected room is to be formed to develop a primary stress envelope about each relief opening; and subsequently forming said protected room in said medium between said two relief openings to define yield pillars therebetween, each relief opening having a primary stress envelope therearound and said pillars being of a size to yield readily without failure to thereby quickly transform said primary stress envelopes about said relief openings and protected room into a single secondary stress envelope encompassing the entire group of said relief openings and protected room with a stress relieved zone within the entire media encompassed by said secondary stress envelope, whereby the secondary stress envelope stably supports the overburden and lateral earth pressure about the protected room and the stress relieved zone forms a tubular shield agaiNst rock deterioration along the inside boundary of the secondary stress envelope.
Claim 3
Dependent Claim 40 words
A method according to claim 1, further defined by regulating the degree of roof and floor failure of each relief opening with respect to time delay in excavation of the protected room to controllably develop the primary stress envelope thereabout.
Claim 4
Dependent Claim 42 words
A method according to claim 2, wherein regulation of the degree of roof and floor failure includes predetermining the width of each relief opening relative to its height, width of proposed protected room and the rock mechanics condition of said underground medium.
Claim 5
Dependent Claim 70 words
A method according to claim 1, wherein each of said yield pillars is defined to have a width so that the pillars yield readily to transform all of the primary stress envelopes developed around the individual openings and room into a single secondary stress envelope embracing the entire system and at the same time provide an adequate support to the weight of the relaxed media immediately above the protected rooms.
Claim 6
Dependent Claim 33 words
A method as set forth in claim 1 in which at least one of said relief openings is formed of a plurality of generally parallel sub-openings with thin partition walls between such sub-openings.
Claim 7
Dependent Claim 20 words
A method as set forth in claim 5 in which both of said relief openings are formed of said sub-openings.
Claim 8
Dependent Claim 25 words
A method as set forth in claim 1 in which said protected room is formed of a plurality of sub-rooms separated by thin partition walls.
Claim 9
Dependent Claim 52 words
A method as set forth in claim 1 in which a second protected room is formed between a pair of previously formed secondary stress envelopes to transform said secondary stress envelopes and second protected room into a tertiary stress envelope encompassing the entire group of secondary stress envelopes and second protected room.

References Cited (Backward Citations)

No citation records indexed.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1975-07-04 1976-01-03 1976-07-04 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1979-07-04 1980-01-03 1980-07-04 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1983-07-04 1984-01-03 1984-07-04 $7700.00 Window Closed / Lapsed

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