US2329223A - Substratum water control - Google Patents

Substratum water control Download PDF

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Publication number
US2329223A
US2329223A US448171A US44817142A US2329223A US 2329223 A US2329223 A US 2329223A US 448171 A US448171 A US 448171A US 44817142 A US44817142 A US 44817142A US 2329223 A US2329223 A US 2329223A
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substratum
water control
water
monolithic
substratum water
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US448171A
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Jr Lewis A Schmidt
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/12Restraining of underground water by damming or interrupting the passage of underground water

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  • This invention isV directedr particularly-to hy- 'dr'aulicstructures whi'hhayev a foundation leak#- ⁇ vageof such ⁇ magnitude rthat anyA attemptata-nor- 10 mal grouting procedure is precluded.
  • vItfurther concerns hydraulic structures having ahead-dif- ⁇ ferential of such magnitude .that'the flowA of water throughthe cavity in the Substrat/um is' of such velocity ⁇ that-the grout is'washed away as'fast asi '15 ⁇ it f is placed.
  • A1so', ⁇ ⁇ the invention' 'f concerns a foundation 'condition where Athe size or ertent ⁇ of rthe cavitiesy is''too.great toi prmit' rsucce'ssful y groutin'g with tenacious material'such'asasphalt. 1
  • Thislinvention also contemplates fthe forma- 20 tion' ofstructural elements such Vaspile'sin'- strata,y fwhetheror not such stra-ta are pbrous, under conditionssuchthatit' is not feasible topermit exclusive-'vibrations Whichr ⁇ usuallyr accompanyA 'the driving of conventional-forms lof piles'.L Urider the conditions encounteredin'ce'rtain locapile based upon the probability of 'injuryto the The principal objectfof this'inventionl is .tofprovide a process for the "formation-of va cutoiswall tion may be' preserved from harmful erosion,V
  • Fig. 2 is a sectional planview thro TRoL i' y asoma; No, ⁇ 448,171

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Description

Sept. 14, 1943. L. A. SCHMIDT, JR
susTRATUM WATER CONTROL Filed June 25, 1942 2 Sheets-Sheet 1 Ennuh WWJIHHHR :Ilm
Lew/'5 A. SChm/b, Jr.'
. INVENTOR ATTRNEY SePf- 14, 1943- L. A. SCHMIDT, JR 2,329,223
SUBSTRATUM WATER CONTROL Filed Jukne 25, 1942 2 Sheets-Sheet 2 a B'Y ATTORNEY tions, 'there is 'objection to the use of cast-'in-place green concrete from the back pressure-setup' byL driving vthe forms for adjacentpiles.:A l' 7 "for a dam structure inorderlthatjits'loundaf throughadam foundation .in/order that'-r such such that `the character, of the str'tumam the is v:to provi moriolithicstructure in unstablesubstratumf A furtherfobject'ofthis invention is to `provide a method'for forming a imonolithic structure 'in'y --substratum with aminimum off Vibration-in or'der- 5,0 y y beneathfthe headwater on overburden123.. f'zCasfing 25 i's'i-nserted intoathe (template 'I atthe'postion correspondingto channel 9,"and vsaid chanfnlelfisfltheni drilled to? the desired depth.A The vide @method-for for Y g'rate'df''structuresl -Vin 'pervious substratuminfa mannersuch `as-toprevent iluid pe'anetlrfationp'e-v f Patented Sept. 14, 17943,
-Appllication June 2 3, v194 vThis invention relatesto' raprocessiof forming- `Y'nrionolithic*or' integrated "structures,- at leasta portion? igif-which rests in a pervious substratum.
This invention isV directedr particularly-to hy- 'dr'aulicstructures whi'hhayev a foundation leak#- `vageof such` magnitude rthat anyA attemptata-nor- 10 mal grouting procedure is precluded. vItfurther concerns hydraulic structures having ahead-dif-` ferential of such magnitude .that'the flowA of water throughthe cavity in the Substrat/um is' of such velocity `that-the grout is'washed away as'fast asi '15` it f is placed. A1so',` `the invention' 'f concerns a foundation 'condition where Athe size or ertent` of rthe cavitiesy is''too.great toi prmit' rsucce'ssful y groutin'g with tenacious material'such'asasphalt. 1
Thislinvention also contemplates fthe forma- 20 tion' ofstructural elements such Vaspile'sin'- strata,y fwhetheror not such stra-ta are pbrous, under conditionssuchthatit' is not feasible topermit exclusive-'vibrations Whichr` usuallyr accompanyA 'the driving of conventional-forms lof piles'.L Urider the conditions encounteredin'ce'rtain locapile based upon the probability of 'injuryto the The principal objectfof this'inventionl is .tofprovide a process for the "formation-of va cutoiswall tion may be' preserved from harmful erosion,V
thereby protecting the dam'gstructure itself. lAln g5 `other 1 object offthisinvention is Lto providefa #method for arrestingv `the leakage of Water Water maybeotherwise effectively utilized; Still y anotherl yobject ofi rthis inventionl is 1 to'. provide f ai 40' method for forming integratedstructures in sub- --strata of unknown char'acteris'tic's4 ini amanner y "integrity ofthe structurewmay be progressively tdetermined. -A further object of this inver'itionf45-- de a method for the productioniofa that? adjacent structures susceptible Sto substantial A*vibration may' (be unaffected fby @injury through use of* the usual 'procedures' employed. Arifadditional` object of this invention-'iste pro-m ming' monolithic 'or finte-"f 55v tweerffportionsof solidiable material used t0 form the structure after such solidiable lmaterial is placed, to prevent thesolidiable mate- .6o
A .Schinidt,Jr.,lLookoutMountain,
y rial 'from `ing such substratum.
if Fig. 2 is a sectional planview thro TRoL i' y asoma; No, `448,171
i claims. (outil-n.11),
of March 18S-3f, as'v 11,30, 1928: aiuole-757x being removed by sowing. underground water, to prevent adjacent ,material inf the' substratum intermingling with thesolidiablef material andfprevent failurevofthe-'solidiable materialdue to initial interminglingitherewith by the constituentsof the ground-#water as such matefrialjis being placed.` Other objects offthislinvention include ythe l provisionsof `'an-v.ec'on'orx'iical i method for forming ymonolithic or =integrated structures in poroussubstratum without-dewater- Ifhave discovereda method for the controlof "Water in aliquid pervioussubstratumfby providing' a'pluralityof spaced parallelchannelsin said substratu'm transversely! positioned ;in respect `to the normalldirectionof 'o of water! through said substratum; by forming f ai monolithic L element in eachof 'said channels; by providing Vajspaced intersecting{substantially `the entire' length 4of each Aadi acent pair '-of said-monolithic elements;
and by forming ka monolithic" element inl each yof saidv second-mentioned channels Vcontiguous to o f k.said Imst-mentioned monolithic ele` ments. v In the acco mp'anyingI drawings; which form .a
r partofthe specification; and wherein reference symbolsfrefer 'to vlike parts wherever .they occur,` Fig'fll isatransverse, Vertical :sectional view so-throughlthe spillway'sectionfof adam structure 'and the. subiacent-l liquid 'perviouslA sbstratum taken on-` I'-`I andIf-l-'I 'ofl IFigg`2f showing one Y embodiment of the present inventi on; i p ughthe liquid pervious substratum taken on. 2;2 of! Fig. l,
showing thevarious'stages in'the operation of the method/'of eif'e'ctinglwater control therein; f Fig.Y 3``-is`-\a=-vertical, part-sectional 'view-"of the arrangement shownlinfFig; 2. 'o
tendency i'to' Wash .faw'ay any groutas fast as .itis
@placedtemplate 'I Withl'fopenings thereinffto f correspond to' the'spaced relationship of channels 2li-are successively'. drilled and"a monolithic element :formed ytherein'fafter 'th'eforma'tion of a monolithic element, in channel4! asi-'illustrated stepwise in the resepctive channels II, I 3', and I5 as shown in Fig'. 3, An assembly com-
US448171A 1942-06-23 1942-06-23 Substratum water control Expired - Lifetime US2329223A (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2539670A (en) * 1945-09-25 1951-01-30 Ognibene Tito Method for the construction of a cutoff wall
US2791886A (en) * 1950-05-30 1957-05-14 I C O S Impresa Costruzioni Op Method for the construction of a cut-off wall
US3300984A (en) * 1966-07-05 1967-01-31 Arthur L Armentrout Subterranean dam and method of making the same
WO1984003528A1 (en) * 1983-03-01 1984-09-13 Finic Bv Method and apparatus for constructing reinforced concrete walls in the earth
US5722800A (en) * 1985-01-15 1998-03-03 Keller Grundbau Gmbh Seal and its production method for the creation of load bearings, removable earth masses for the construction of underground structures such as cavity structures

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2539670A (en) * 1945-09-25 1951-01-30 Ognibene Tito Method for the construction of a cutoff wall
US2791886A (en) * 1950-05-30 1957-05-14 I C O S Impresa Costruzioni Op Method for the construction of a cut-off wall
US3300984A (en) * 1966-07-05 1967-01-31 Arthur L Armentrout Subterranean dam and method of making the same
WO1984003528A1 (en) * 1983-03-01 1984-09-13 Finic Bv Method and apparatus for constructing reinforced concrete walls in the earth
US4496268A (en) * 1983-03-01 1985-01-29 Finic, B.V. Method and apparatus for constructing reinforced concrete walls in the earth
US5722800A (en) * 1985-01-15 1998-03-03 Keller Grundbau Gmbh Seal and its production method for the creation of load bearings, removable earth masses for the construction of underground structures such as cavity structures

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