「Soil consolidation」に関連した英語例文の一覧と使い方 - Weblio英語例文検索

METHOD FOR PLACING DRAIN MEMBER FOR CONSOLIDATION OF RECLAMATION VISCOUS SOIL, AND DEVICE THEREFOR例文帳に追加

埋め立て粘性土圧密用ドレーン材の打設方法と該方法用の装置 - 特許庁

METHOD FOR DETECTING AND DETERMINING NEMATODE IN SOIL, AND CONSOLIDATION TOOL OF SOIL SAMPLE USABLE FOR THE METHOD例文帳に追加

土壌中の線虫を検出・定量する方法及びその方法に用いる土壌試料の圧密器具 - 特許庁

To promote the consolidation of a reclaimed soft and cohesive soil layer during reclamation.例文帳に追加

埋め立ての途中で行う埋め立て軟弱粘性土層の圧密促進。 - 特許庁

To provide a liquid chemical for soil stabilization, securing performances of consolidation strength, improving infiltration properties, and reducing bleeding at consolidation.例文帳に追加

固結強度の性能確保と浸透性の性能の向上、固結する際のブリージングを低減させた土質安定用薬液を提供する。 - 特許庁

To provide a test apparatus simultaneously measuring the water permeability and consolidation properties of hardly permeable soil.例文帳に追加

難透水性土の透水性と圧密特性とを同時に計測可能な試験装置を提供する。 - 特許庁

Such a structure makes projection 4 durable against stamping pressure and thereby the water retaining layer 9 and the soil layer 8 hardly cause consolidation.例文帳に追加

このようにすれば、突起４が踏圧に耐え得るので、保水層９、土壌層８が圧密されにくい。 - 特許庁

To provide a soil improvement method capable of controlling ground displacement when soil improvement is performed by applying a vacuum consolidation method simultaneously using fill.例文帳に追加

盛土併用の真空圧密工法を適用して地盤改良を行う際に地盤変位を制御可能である地盤改良工法を提供する。 - 特許庁

Then by compression of gaps in the soil aggregate after the soil aggregation due to the weight of the fill, consolidation settlement of the ground is quickly generated, and thus the soft ground is improved.例文帳に追加

盛土重力による団粒化後の団粒間隙部圧縮により急速に地盤の圧密沈下を生起させて軟弱地盤を改良する。 - 特許庁

To provide a soil improving method by consolidation that allows banking to be deformed following consolidation settlement shape even when using a hard material such as compacted snow, ice or solidified soil with high bending tensile strength compared with sandy soil, as a banking material.例文帳に追加

締め固めた雪や氷や固化処理土などの、砂質土よりも曲げ引張り強度がある剛質材料を盛土材料として用いる場合でも、圧密沈下形状に盛土が追随して変形することができる圧密地盤改良工法を提供する。 - 特許庁

To provide a soil improvement machine and a soil improvement material supply device used therefor capable of preventing the consolidation of the soil improvement material inside of a storage tank and smoothly driving a stirring means.例文帳に追加

貯留タンク内の土質改良材の圧密を防止し、攪拌手段を円滑に駆動させることができる自走式土質改良機及びこれに用いる土質改良材供給装置を提供する。 - 特許庁

IMPREGNATING AGENT COMPOSITION FOR CONSOLIDATION OF ROCK BED OR GROUND, AND SOIL STABILIZING AND ENHANCING WATER SEALING CONSTRUCTION METHOD USING THE SAME例文帳に追加

岩盤ないし地盤固結用の注入薬液組成物及びそれを用いた土壌安定強化止水工法 - 特許庁

To provide a method for preparing a suspension type soil stabilizer which has excellent permeability in soil, has low liquid viscosity until gelled, is stable, and has a high consolidation strength after gelled.例文帳に追加

地盤への浸透性に優れ、ゲル化までの液粘性が低く安定で、かつゲル化後の固結体強度が高い懸濁型地盤改良材の調製法を提供することである。 - 特許庁

To provide sampling for picking a core sample which will not disturb soil and especially picking a sample for a dynamic test for sand put in the non-cementation (non-consolidation) state to low cementation state, gravelly soil, crushed rock or the like.例文帳に追加

地盤を乱さないコア試料の採取、特に膠結（固結）していない状態から低膠結状態の砂や礫地盤、破砕岩などの力学試験用の試料を採取するサンプリングを提供する。 - 特許庁

To provide an apparatus and a method for generating a suction force, which enable the suction force, based on a principle of siphon, to be efficiently generated without separation of water and a gas flow from each other; and to provide a vacuum consolidation soil improvement method which can achieve the reduction or omission of loading and the shortening of a soil improvement period, employing fill, by promoting vacuum consolidation in soil improvement.例文帳に追加

水と気体の流れが分離せずにサイフォンの原理に従う吸引力を効率的に発生可能な吸引力発生装置及び吸引力発生方法、さらに、地盤改良における真空圧密を促進させ盛土による載荷の縮小や省略及び地盤改良期間の短縮を実現可能な真空圧密地盤改良工法を提供する。 - 特許庁

To provide a method for creating a composite pile of soil cement, which can ease consolidation settlement of a soft soil layer and make the settlement of a structure fall within a range of allowable settlement, even though a soft cohesive soil layer exists in ground and even though a lower end does not reach a bearing layer.例文帳に追加

軟弱粘性土層が存在する地盤であっても下端を支持層に達していなくとも軟弱土層の圧密沈下を緩和し、構造物の沈下量を許容沈下量の範囲内に収めることができるソイルセメント合成杭の造成法を提供すること。 - 特許庁

In this soil improvement method employing a combination of vacuum consolidation and the fill, negative pressure for the vacuum consolidation acts in such a manner as to be expanded in a phased manner to the outside from a central section of a soil improvement target area D; and the construction of the fill M is started in accordance with the start of the action of the negative pressure, so as to increase the loading of the fill.例文帳に追加

この地盤改良工法は、真空圧密と盛土との組み合わせによる地盤改良工法であって、真空圧密のための負圧を地盤改良対象域Ｄの中心部分から外側に段階的に拡げるようにして作用させ、その負圧の作用の開始に合わせて盛土Ｍの施工を開始し、盛土載荷を増加させる。 - 特許庁

To easily and smoothly carry out sediment drilling work and soil improvement process by constituting drilling of sediment and the soil improvement process for foundation consolidation, etc., by a single machine, drawing a processing vessel at the time of drilling sediment and projecting the processing vessel forward at the time of carrying out the soil improvement process.例文帳に追加

土砂の掘削と地盤強化等のための土質改良処理とを単一の機械で構成し、土砂の掘削時には、処理槽を引き込み、土質改良処理を行う際には処理槽を前方に突出させることにより、土砂の掘削作業及び土質改良処理を容易に、しかも円滑に行えるようにする。 - 特許庁

A sand ground improvement method has a mechanism for balancing an injection pressure of the consolidation material causing ground level rising and an inhibiting pressure, a mechanism for inhibiting excessive interstitial water pressure by directly discharging interstitial water replacing the consolidation material to the ground, and a soil form mechanism of an injection pipe of the solidifying material.例文帳に追加

ここで、地表面隆起となる固結材の注入圧力と抑止圧力を平衡させる機構、固結材に置き換わる間隙水を直接地上へ排出して過剰間隙水圧の抑制機構、固結材の圧入パイプに土中型枠機構を持たせた。 - 特許庁

To provide a soil improvement construction method using solidification material milk, capable of preventing solidification material particles of the solidification material milk manufactured at a location separated from the construction site of a soil improvement construction from precipitating and turning to a compacted consolidation state during conveyance.例文帳に追加

土質改良工事の工事施工現場から離隔した場所で製造した固化材ミルクの固化材粒子が搬送中に沈殿して締め固まった圧密状態となることを抑制し得る固化材ミルクを用いた土質改良工事方法を提供する。 - 特許庁

A ground consolidation body 23 adhering to the outer circumferential surface of the pile head section 12a is formed by injecting a soil improvement material (grout 3) into the ground 21 around the pile head section 12a.例文帳に追加

杭頭部１２ａの周囲の地盤２１に地盤改良材（グラウト３）を注入することによって、前記杭頭部１２ａの外周面に付着した地盤固結体２３を造成するものである。 - 特許庁

By the method, by laying the sand cover layer formed of the granulated blast furnace slag which is high in stability with respect to ocean waves, high in resistance against consolidation settlement, and high in functionality as a weight and a cover for the lower layer on the infilling layer formed of the dredged soil, the infilling layer is stabilized to thereby prevent the exposure and washout of the dredged soil.例文帳に追加

浚渫土の中詰層上に、波浪に対する安定性が高く且つ圧密沈下を生じにくく、下層の重し・蓋としての機能性が高い高炉水砕スラグの覆砂層を設けることにより、中詰層を安定化させて浚渫土の露出や流失を防止できる。 - 特許庁

The germination layer 12 is a dedicated germination layer formed by consolidating, for example, a polymer soil improvement material (water-absorbing resin) and an inorganic soil component, while the root spreading layer 11 is a dedicated root spreading layer formed by consolidating root chips by coal ash-based consolidation agent including fly ash.例文帳に追加

発芽層１２は、例えば、高分子系の土壌改良資材（吸水性樹脂）と、無機質系の土壌成分とを固結してなる発芽専用の層であり、一方、根張り層１１は、例えば、フライアッシュを含む石炭灰系の固結剤により根っこチップを固結してなる根張り専用の層である。 - 特許庁

To overcome the problem wherein a soil of a low consolidation force is broken under a load, causing a landslide, because the very large load is applied to the natural ground, from a temporary scaffold for a large diameter boring or the like installed for preventing a steep slope from collapsing.例文帳に追加

急傾斜の崩壊防止用に設置する大口径ボーリング等仮設足場からは、地山に非常に大きな荷重が加わり、その荷重で固結力の小さい地盤が破壊して地すべりが発生する。 - 特許庁

To provide a lawn vegetation base whose proper strength as the ground is ensured, which hardly causes soil consolidation due to tread pressure to be excellent in water permeability, and also which is excellent in water retention/fertilizer retention so that lawn hardly causes degeneration/dying down.例文帳に追加

地盤としての適度な強度を確保でき、かつ、踏圧による土壌固結が起きにくく透水性に優れ、また保水性・保肥性にも優れ、芝生の退化・枯死が起きにくい芝生植生基盤とする。 - 特許庁

To provide a bottom ground reinforcing device for a shaft provided with a consolidation body having no through passage allowing underground water to ooze out in a soil retaining wall and having higher water cut-off property than a conventional device.例文帳に追加

立坑の底部地盤補強装置であって、土留め壁内に地下水が滲出するような貫通した経路がない固結体を具備し、従来よりも止水性の高い底部地盤補強装置を提供すること。 - 特許庁

To provide a soil based deformation followable impervious material, in which a material can be easily supplied and quality variation is small by using a standardized material and which has high impervious performance and fluidity to allow its execution and which suppresses occurrence of consolidation settlement and has long-term durability, and further to provide a method for producing the soil based deformation followable impervious material.例文帳に追加

規格化された材料を用いることにより、材料の調達が容易であると共に、品質のばらつきが小さく、高い遮水性能と施工可能な流動性とを有し、圧密沈下の発生が抑制された長期耐久性を有する土質系変形追随性遮水材及びその製造方法を提供する。 - 特許庁

To provide a concrete pile hole excavation method capable of being reused without the removal of the excavated surplus soil on the ground by excavating a pile hole 15 for burying a precast pile or cast-in-place concrete piles 14 and 14' to carry out consolidation fixation of the excavated soil to a hole wall 11 and without burying an excavator.例文帳に追加

本発明は既製又は現場打コンクリート杭１４，１４’を埋設するための杭孔１５を掘削して孔壁１１に掘削土を圧密固定して掘削残土を殆ど地上に排出せず、掘削装置を埋設することなく再利用することができるコンクリート杭孔掘削方法を提供することを目的とする。 - 特許庁

To provide a rotary press-in steel pipe pile and construction method thereof enabling a non-waste soil construction method requiring no consolidation of foundation by the combination of the excellent characteristics of a steel pipe pile with the reduction in excavation resistance of the steel pipe pile.例文帳に追加

鋼管杭の優れた特長と鋼管杭の掘削抵抗を低減する併用工法による無廃土根固め不要工法を可能とする回転圧入鋼管杭並びに回転圧入鋼管杭の施工方法を提供する。 - 特許庁

To provide a method and a device for placing a drain member favorable for consolidation of reclamation viscous soil charged into a reclamation disposal land thus far during reclamation construction work due to simultaneous use of a drain construction method by means of the plastic drain member and an underground water level reduction construction method.例文帳に追加

埋め立て工事の途中で、それまでに埋め立て処分場に投入した埋め立て粘性土をプラスチックドレーン材によるドレーン工法と地下水位低下工法との併用で圧密する際に好適なドレーン材の打設方法と装置。 - 特許庁

To provide a soil improvement method which enables the formation of stable ground by rationally injecting a chemical solution material into the ground under a bedrock of an already-constructed structure and consolidating it, freely forming a hemispherical consolidated body under the bedrock so as to bear a load of the structure in a decentralized manner, and strengthening a bearing capacity of soil by the consolidation of the ground.例文帳に追加

既に構築された構造物の基盤下の地盤に薬液材を合理的に注入固結させ、基盤下に自由に半球状の固結体を形成して構造物による負荷を分散支持させるとともに地盤の圧密により地耐力を強化し、安定地盤が形成できるようにする地盤改良工法を提供する。 - 特許庁

To provide a soil improvement method in which an effect of a reaction product of a silica injection material in an overall soil improvement area is reduced so that sulfuric acid ions in contact with a concrete structure or a buried object is reduced so as to protect the concrete structure and others while the consolidation with more excellent durability of silica against gel is enabled.例文帳に追加

地盤改良領域全体におけるシリカ注入材の反応生成物の影響を低減し、コンクリート構造物または土中埋設物に接する硫酸イオンを減少させることにより、コンクリート構造物等を保護すると共に、シリカのゲル耐久性がより優れた固結を可能にする地盤改良工法を提供する。 - 特許庁

A relationship between a void ratio e of the ground and a placement load P applied by a structure created by a consolidation test of soil of the soft ground is determined; a void ratio ef corresponding to increased placement pressure assumed from this Fig. is determined; and assumed settlement ΔH is determined.例文帳に追加

軟弱地盤の土質の圧密試験により作成される構造物による上載荷重Ｐとその地盤の間隙比ｅとの関係を求め、この図より想定される増加上載圧に相当する間隙比ｅｆを求め、想定される沈下量ΔＨを求める。 - 特許庁

To construct a tideland using dredged cohesive soil forming the stable banking ground with little settlement due to consolidation in a short time at low cost, easily obtaining at least 1/100 tideland gradient and preventing a tideland material from being washed away with a tide and waves.例文帳に追加

低コストで、短期間に圧密沈下の少ない安定な盛土地盤が形成され、かつ１／１００以上の干潟勾配が容易に得られ、潮汐および波浪に対して干潟材料の流失防止が図れる浚渫粘性土を利用して干潟を造成する。 - 特許庁

A drain material is driven into soft ground; a part above the drain material is covered with an airtight sheet; and the inside of the airtight sheet is decompressed for the action of negative pressure, so that a simulation analysis method for a vacuum consolidation method can be applied to the case of performance of soil improvement in a state in which atmospheric pressure serves as a surcharge.例文帳に追加

大気圧工法のシミュレーション解析方法は、軟弱地盤中にドレーン材を打設し、前記ドレーン材の上方を気密性シートで覆い、前記気密性シート内を減圧して、負圧を作用させることにより、大気圧を載荷重として地盤改良を行う場合に適用される。 - 特許庁

To inject a chemical liquid independently in required points in a support foundation of an existing building, to enhance a local consolidation degree of a ground by forming a solidified structure in a required part of a soil under the support foundation of a structure, and to enhance a ground proof stress to stably support the structure reasonably.例文帳に追加

既設構造物の支持基礎に対して所要拠点に独立して薬液注入し、構造物の支持基盤下の土壌中要所に固結構造体を形成して地盤の局部的圧密度を高め、地耐力を向上させて合理的に構造物を安定支持させる。 - 特許庁

To obtain a soil improving method which does not exert a harmful influence on the environment, because the production of harmful substances is prevented in the consolidation of ground, which dispenses with large-scale equipment and toxic chemical agents, and which is suitable for liquefaction countermeasure work, seismic strengthening under the foundation of a structure, etc.例文帳に追加

地盤の固結に際して有害物質を発生せず、このため環境への悪影響を与えることがなく、しかも、大掛かりな装置や有害な薬品を必要とせず、液状化対策工事、構造物基礎下の耐震補強等に適した地盤改良方法を得る。 - 特許庁

To provide a method for treating soil or a building skeleton by which a reaction with a polyvalent metal is continued for a long time, insoluble salts can be efficiently precipitated and the surrounding environment is hardly affected, as a composition easily penetrates into the ground and water permeability is hardly lost after consolidation.例文帳に追加

長時間多価金属との反応を継続させ、効率よく不溶性塩を析出させることができ、地盤中に浸透しやすく、固結しても地盤中の透水性が失われにくく、周囲の環境に影響を与えにくい土または建造物躯体の処理方法を提供する。 - 特許庁

To obtain a soil improving method which does not exert a harmful influence on the environment, because the production of harmful substances is prevented in the consolidation of ground, which dispenses with large-scale equipment and toxic chemical agents, and which is suitable for liquefaction countermeasure work, seismic strengthening under the foundation of a structure, the cut-off of sediment and bedrock, etc.例文帳に追加

地盤の固結に際して有害物質を発生せず、このため環境への悪影響を与えることがなく、しかも大掛かりな装置や有害な薬品を必要とせず、液状化対策工事、構造物基礎下の耐震補強、土砂や岩盤の止水等に適した地盤改良方法を得る。 - 特許庁

When laying pipes after a pilot pipe 22 is propelled with a drill unit 21, an expansion bit 28 to excavate the ground around the pilot pipe 22 and a consolidation jig to push away soil excavated to the surrounding and consolidate are pushed with the drill unit 21 installed on the ground, and the pipes are pushed with a pipe pusher 1 provided on the arrival side.例文帳に追加

地上に設置したドリルユニット２１でパイロット管２２を推進した後の管を敷設するときに、パイロット管２２の周囲の地山を掘削する拡孔ビット２８と掘削された土砂を周囲に押しのけて圧密する圧密治具の引込みを地上に設置したドリルユニット２１で行い、管は到達側に設けた管押込み装置１で押し込む。 - 特許庁