JPH05112923A - Evaluating method for natural ground with ae measurement - Google Patents
Evaluating method for natural ground with ae measurementInfo
- Publication number
- JPH05112923A JPH05112923A JP3277826A JP27782691A JPH05112923A JP H05112923 A JPH05112923 A JP H05112923A JP 3277826 A JP3277826 A JP 3277826A JP 27782691 A JP27782691 A JP 27782691A JP H05112923 A JPH05112923 A JP H05112923A
- Authority
- JP
- Japan
- Prior art keywords
- signals
- ground
- natural ground
- change
- measurement
- Prior art date
- Legal status (The legal status 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 status listed.)
- Pending
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Investigating Or Analyzing Materials By The Use Of Ultrasonic Waves (AREA)
- Measurement Of Mechanical Vibrations Or Ultrasonic Waves (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、自然地山を切り取って
人工的に形成する切土斜面、岩盤地下空洞等の建設工事
において、AE法によって地山の安定性を監視する場合
に利用されるAE計測による地山の評価方法に係るもの
である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is used when the stability of natural ground is monitored by the AE method in construction work such as cut slopes artificially formed by cutting natural ground and underground rock caverns. It relates to a method for evaluating a natural ground by AE measurement.
【0002】[0002]
【従来の技術】地山の安全性を監視する方法として、地
山の内部で発生した亀裂や変形に伴って音のエネルギー
が放出されるAE(アコーステイツクエミツシヨン)
を、地中に埋設されたAEセンサーによって捕捉して電
気信号に変換し、同AEセンサーに接続されたAE電気
信号の計数回路のカウントデータをコンピユータに入
力、解析して、AEセンサーによって受信されたAE信
号の発生数(AEイベント数)、振幅分布等の変化から
地山の内部で生じている物理的現象を推定し、地山の安
定性を評価する方法が用いられてきた。2. Description of the Related Art As a method of monitoring the safety of natural ground, AE (acoustic emission) in which sound energy is released due to cracks or deformations generated inside the natural ground
Is captured by an AE sensor embedded in the ground and converted into an electric signal, and the count data of the counting circuit of the AE electric signal connected to the AE sensor is input to the computer, analyzed, and received by the AE sensor. A method has been used to estimate the stability of the ground by estimating the physical phenomenon occurring inside the ground from the changes in the number of AE signals generated (the number of AE events) and the amplitude distribution.
【0003】[0003]
【発明が解決しようとする課題】前記AE法は、地山の
移動量を測定し、その変化の様子から地山の安全性を監
視する方法と比較すると、地山崩壊の徴候をかなり早い
段階から検知できるという利点がある。これはAEが地
山内部の微小な亀裂や変形に伴って発生することに基因
する。The AE method measures the amount of ground movement, and compares it with the method of monitoring the safety of the ground based on the state of change of the ground, so that the sign of rock mass collapse can be detected at an early stage. There is an advantage that it can be detected from. This is because AE occurs due to minute cracks and deformation inside the natural ground.
【0004】しかしながら前記従来のAE法において
は、計測データを評価する際に、個々のAE信号の特性
を反映した形での解析方法がとられていない。即ち異っ
た特性を持った信号が計測されたとしても、すべて同様
な信号として取り扱われていた。地山が崩壊する際の破
壊挙動を微視的にみると、内部の破壊メカニズムは刻々
と変化しており、この変化に伴った異なる特性を持つA
E信号が発生している。However, the conventional AE method does not employ an analysis method that reflects the characteristics of individual AE signals when evaluating measurement data. That is, even if signals having different characteristics were measured, they were all treated as similar signals. A microscopic view of the fracture behavior when a rock mass collapses shows that the internal fracture mechanism changes from moment to moment, and it has different characteristics according to this change.
E signal is generated.
【0005】従来の解析方法ではこのような信号特性を
考慮していないため、AE計測によって得られた結果の
物理的意味が不明確となり、ひいてはAE法による地山
の安定性監視方法自体の信頼性をも低下させる。本発明
は前記従来技術の有する問題点に鑑みて提案されたもの
で、その目的とする処は、AEの発生要因を区別するこ
とが可能で、刻々と変化する地山内部の破壊挙動をリア
ルタイムに知ることができるAE計測による地山の評価
方法を提供する点にある。Since the conventional analysis method does not consider such a signal characteristic, the physical meaning of the result obtained by the AE measurement becomes unclear, and the reliability of the ground stability monitoring method itself by the AE method is unclear. It also reduces sex. The present invention has been proposed in view of the above problems of the prior art, and the purpose thereof is to be able to distinguish the factors causing AE, and to analyze the fracture behavior inside the ground that changes momentarily. The point is to provide a method for evaluating natural grounds by AE measurement, which can be known to.
【0006】[0006]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るAE計測による地山の評価方法によれ
ば、発生要因の異なるAE信号のグループ化を行ない、
同各グループの代表的なAE信号の発生数の変化から、
地山内部の破壊現象を推定するものである。In order to achieve the above object, according to the method for evaluating a natural ground by AE measurement according to the present invention, AE signals having different generation factors are grouped,
From the change in the number of representative AE signals generated in each group,
It is intended to estimate the destruction phenomenon inside the ground.
【0007】[0007]
【作用】本発明によれば、地山の内部破壊挙動に伴って
発生したAE音を捕捉し、電気信号に変換して計測、解
析する際、同信号の処理装置によって計算されたAE信
号の特性パラメータから、予め設定されたプログラムに
従ってAE信号のグループ化を行なう。更に同各グルー
プに属するAE信号の代表的な信号を自動的に認識し、
同信号の発生数の経時変化をリアルタイムに出力し、そ
の出力結果から、地山の内部に進展しつつある現象を推
定し、その現象が地山が崩壊する際の初期段階によくみ
られる現象か、崩壊直前にみられる現象かを判断するこ
とによって、地山の安定性を正しく評価するものであ
る。According to the present invention, when the AE sound generated due to the internal destruction behavior of the natural ground is captured, converted into an electric signal and measured and analyzed, the AE signal calculated by the processing device of the signal is calculated. The AE signals are grouped according to a preset program from the characteristic parameters. Furthermore, it automatically recognizes typical signals of AE signals belonging to each group,
The time-dependent change in the number of occurrences of the same signal is output in real time, and from the output results, a phenomenon that is developing inside the ground is estimated, and that phenomenon is often seen in the initial stage when the ground collapses. By judging whether it is a phenomenon that occurs just before the collapse, the stability of the ground is evaluated correctly.
【0008】[0008]
【実施例】次に本発明を切土工事に実施した図示の実施
例について説明する。1は地山、2は切土斜面、3は地
山内に貫挿されたAEセンサー、4はウエーブガイド、
5はAEセンサー定着用の充填モルタル、6は地中変位
観測孔、7は地表面変位計、8はすべり面である。EXAMPLES Next, examples shown in the drawings, in which the present invention is applied to cutting work, will be described. 1 is a ground, 2 is a cut slope, 3 is an AE sensor inserted in the ground, 4 is a wave guide,
Reference numeral 5 is a filling mortar for fixing the AE sensor, 6 is an underground displacement observing hole, 7 is a ground surface displacement meter, and 8 is a slip surface.
【0009】前記AEセンサー3で捕捉されたAE信号
は、電気信号に変換されて信号処理装置9に入力計測さ
れ、パーソナルコンピユータ10に入力されるととも
に、オシロスコープ11によってAE信号の波形が観測
される。而して前記信号処理装置9で計算されたいくつ
かのAEパラメータを組合わせ、無次元化された値を横
軸にとって図2に示す如きヒストグラム(histog
ram)を描く。The AE signal captured by the AE sensor 3 is converted into an electric signal, input to the signal processing device 9 for measurement, input to the personal computer 10, and the oscilloscope 11 observes the waveform of the AE signal. .. Then, several AE parameters calculated by the signal processing device 9 are combined, and a dimensionlessized value is plotted on the horizontal axis as shown in FIG.
ram).
【0010】一般に地山1の内部において異った破壊メ
カニズムが生じている場合には、信号特性が異るので、
前記ヒストグラムにおいてAグループ、Bグループ、C
グループが形成される。而してA,B,C各グループに
おいて夫々最も多く発生しているAE信号(AEカウン
ト数)を図3に示す各グループA,B,Cの代表値N
a,Nb,Ncと考え、同各代表値Na,Nb,Ncの
経時的な変化から各グループA,B,Cの変化を推定す
る。同各グループは地山内部の物理現象を表わしている
ものであって、Aグループは地山崩壊の初期に現われる
局所的な亀裂や変形による信号を示し、Bグループは施
工現場で稼動している重機等の信号を示し、Cグループ
はすべり面8が形成され始めて、地山に大きな変形を生
じているときの信号を表わしていると推定する。そして
これらのグループの変化から地山の安定性を正しく評価
することができる。Generally, when different destruction mechanisms occur in the ground 1, the signal characteristics are different,
In the histogram, A group, B group, C
Groups are formed. Thus, the AE signal (AE count number) that is most frequently generated in each of the groups A, B, and C is shown in FIG.
A, Nb, Nc are considered, and the change of each group A, B, C is estimated from the change of each representative value Na, Nb, Nc with time. Each group represents physical phenomena inside the ground, group A shows signals due to local cracks and deformations that appear in the early stage of ground collapse, and group B is operating at the construction site. It is assumed that the signals of heavy machinery and the like are shown, and the group C represents the signal when the slip surface 8 starts to be formed and the ground is greatly deformed. And the stability of the ground can be evaluated correctly from the change of these groups.
【0011】図示の例では、Cグループの信号が急激に
増加し始めているので、地山の崩壊が非常に近いうちに
発生することが予測できる。In the example shown in the figure, since the signal of the C group starts to increase rapidly, it can be predicted that the ground collapse will occur very soon.
【0012】[0012]
【発明の効果】本発明によれば地山のAE計測におい
て、発生要因の異なるAE信号のグループ化を行って、
各グループの代表的なAE信号の発生数から地山内部の
破壊現象を推定するようにしたので、AEの発生要因を
区別することが可能となり、刻々と変化する地山内部の
破壊挙動の変化をリアルタイムに知ることができる。ま
た工事現場における重機等の雑音も識別することができ
るので、計測されたAE信号の中から地山の破壊挙動と
は直接関係のないこれらの信号を取除くことも可能とな
り、正確に地山の安定性を評価することができる。According to the present invention, in AE measurement of natural ground, AE signals having different generation factors are grouped,
Since the destruction phenomenon inside the natural ground is estimated from the number of representative AE signals generated in each group, it becomes possible to distinguish the cause of AE generation, and the change in the destruction behavior inside the natural ground that changes moment by moment. Can be known in real time. In addition, since noise from heavy machinery at the construction site can be identified, it is possible to remove from the measured AE signals those signals that are not directly related to the destruction behavior of the ground. The stability of can be evaluated.
【図面の簡単な説明】[Brief description of drawings]
【図1】本発明に係るAE計測による地山の評価方法の
実施状況を示す説明図である。FIG. 1 is an explanatory diagram showing a state of implementation of a method for evaluating a natural ground by AE measurement according to the present invention.
【図2】AE信号のヒストグラムを示す。FIG. 2 shows a histogram of an AE signal.
【図3】AE信号の各グループの代表値の経時変化を示
す説明図である。FIG. 3 is an explanatory diagram showing changes over time of the representative value of each group of AE signals.
1 地山 3 AEセンサー 8 すべり面 9 信号処理装置 10 パーソナルコンピユータ 11 オシロスコープ 1 Natural ground 3 AE sensor 8 Slip surface 9 Signal processing device 10 Personal computer 11 Oscilloscope
Claims (1)
E音を捕捉し、電気信号に変換して計測、解析する地山
の評価方法において、発生要因の異なるAE信号のグル
ープ化を行ない、同各グループの代表的なAE信号の発
生数の変化から、地山内部の破壊現象を推定することを
特徴とするAE計測による地山の評価方法。1. A generated in association with the internal fracture behavior of natural ground
In the ground evaluation method that captures E sound, converts it to an electric signal, and measures and analyzes it, we group the AE signals with different generation factors, and change the number of representative AE signals generated in each group. , A method for evaluating a ground by AE measurement, which is characterized by estimating a fracture phenomenon inside the ground.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3277826A JPH05112923A (en) | 1991-10-24 | 1991-10-24 | Evaluating method for natural ground with ae measurement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3277826A JPH05112923A (en) | 1991-10-24 | 1991-10-24 | Evaluating method for natural ground with ae measurement |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH05112923A true JPH05112923A (en) | 1993-05-07 |
Family
ID=17588806
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3277826A Pending JPH05112923A (en) | 1991-10-24 | 1991-10-24 | Evaluating method for natural ground with ae measurement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH05112923A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010086584A2 (en) | 2009-01-29 | 2010-08-05 | Loughborough University | Apparatus and method for monitoring soil slope displacement rate by detecting acoustic emissions |
KR102017660B1 (en) * | 2019-04-16 | 2019-09-03 | 한국지질자원연구원 | Rockmass damage-induced microseismic monitoring method using featuring of different signal sources |
JP2021143520A (en) * | 2020-03-12 | 2021-09-24 | 基礎地盤コンサルタンツ株式会社 | Disaster monitoring device and disaster monitoring method |
-
1991
- 1991-10-24 JP JP3277826A patent/JPH05112923A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2010086584A2 (en) | 2009-01-29 | 2010-08-05 | Loughborough University | Apparatus and method for monitoring soil slope displacement rate by detecting acoustic emissions |
KR102017660B1 (en) * | 2019-04-16 | 2019-09-03 | 한국지질자원연구원 | Rockmass damage-induced microseismic monitoring method using featuring of different signal sources |
JP2021143520A (en) * | 2020-03-12 | 2021-09-24 | 基礎地盤コンサルタンツ株式会社 | Disaster monitoring device and disaster monitoring method |
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